Loading...
HomeMy WebLinkAboutPP - 1163 ANDOVER PARK WEST - WHEEL MART SEATTLE - PERMITS AND PLANS1163 ANDOVER PARK WEST ASSOCIATED PERMITS NONE 111 Hydraulic Summary • Job Number: 1 Job _�_.. ___ .p,....... ......... �...�..r....r, yr r JobNumbe 1 Design Engineer Job Name: Drawingl i State Certification/License Number I 4... Addraut — AHJ Address 2 Job Site City State I Zip Code • Droning Name 1163 Andover Park W.cad Sygterrl 1 Rewrote Area(s) Most Demanding Sprinkler Data 8 K -Factor 39.00 at 23.77 Occupancy Job Sunk Extra Hazard Group I Hose Allowance At Source 750.00 ' Density — -- -- Area of Application 0.39gpm/ft2 5600.00ft2 (Actual 5908.29ft2) Additional Hose Supplies Node Flow(gpm) Number Of Sprinklers Calculeted - Coverage Per Sprinkler 60 100.00ft2 *est, Inc. ate Cerus,._ ��ej� g�- 5 `04 � II � s,` Theron301: A(� ilir l - V Total Hose Streams 750.00 • � System Pow Demand Total%Neter Rewired (Including Hose Akowence) 2475.89 3225.89 .e S 9V '' Maxi FPressurUnbalaUnbaUnbalanceo ssure Unbalance M Los 0.00 0 Maximum Velocity Above Ground 16.27 between nodes 45 and 259 Maximum Velacfy Under Ground Volume capacity of Net Pipes ', Volume capacity of ay Pipes 7335.53ga1 Supplies Hose Flow Static Residual @ Flow Node (gpm) (psi) (psi) (gpm)_ Available Total Demand Required Safety Margin (psi) (gpm) (psi) (psi) 1 750.00 130.00 20.00 1 8800.00 112.82 3225.89 91.41 21.41 Contractor Contractor Number - Contact Name Contact Title Name o&Contractor: - ---- - — Phone - + FAK Extension -- — — - - Address Address 2 : E-mail CRy SUM Zip Code 1 Web -Site --- ,, O M.E.P.CAD, Inc. 1i( AutoSPRINK0VR7 v7.1.7 02/09/2011 11:27:08AM Page 1 Summary Of Outflowing Devices Job Number: 1 Report Description: Extra Hazard Group I Device Actual Flow (gpm) Minimum Flow K -Factor (gpm) (K) Pressure (psi) Sprinkler Sprinkler Sprinkler Sprinkler 101 102 103 104 Sprinkler 105 Sprinkler 115 Sprinkler 116 Sprinkler 117 Sprinkler 118 Sprinkler 119 Sprinkler 129 Sprinkler 1304 Sprinkler 131 i Sprinkler 132 Sprinkler 133 Sprinkler 143 Sprinkler 144 Sprinkler 145 Sprinkler 146 Sprinkler 147 Sprinkler 157 39.61 39.60 39.60 39.60 39.63 40.38 40.37 40.37 40.38 40.41 41.69 41.68 41.68 41.69 41.72 42.51 42.50 42.50 42.51 42.54 41.88 Sprinkler 1581 41.87 Sprinkler 159 Sprinkler 160 Sprinkler 161 Sprinkler 171 Sprinkler 172 Sprinkler 173 Sprinkler 174 Sprinkler 175 Sprinkler 185 Sprinkler 186 Sprinkler 187 Sprinkler 188 Sprinkler 189 Sprinkler 199 Sprinkler 200 b Sprinkler 201 Sprinkler 202 Sprinkler 203 Sprinkler 213 Sprinkler 214 Sprinkler 215 Sprinkler 216 Sprinkler 217 Sprinkler 227 Sprinkler 228 Sprinkler 229 Sprinkler 230 Sprinkler 231 Sprinkler 241 Sprinkler 242 , Sprinkler 243 + 42.94 Sprinkler 244 43.02 41.87 41.88 41.90 41.07 41.06 41.06 41.06 41.09 39.77 39.77 39.77 39.77 39.80 39.01 39.00 39.00 39.01 39.03 40.69 40.74 40.80 40.88 41.06 41.49 41.53 41.59 41.68 41.86 42.83 42.87 Sprinkler 245 43.21 Sprinkler 255 43.67 Sprinkler 256 43.71 Sprinkler 257 ' 43.78 Sprinkler 258 43.86 Sprinkler 259 E> Most Demanding Sprinkler Data 44.06 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39,00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 39.00 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 r 8 8 8 8 8 8 8 8 24.51 24.50 24.50 24.51 24.54 25.48 25.47 25.47 25.48 25.51 27.16 27.15 27.15 27.16 27.19 28.24 28.23 28.23 28.24 28.27 27.40 27.39 27.39 27.40 27.43 26.35 26.34 26.34 26.35 26.38 24.72 24.71 24.71 24.72 24.75 23.78 23.77 23.77 23.77 23.80 25.87 25.93 26.01 26.11 26.35 26.89 26.95 27.03 27.14 27.38 28.66 28.72 28.81 28.92 29.18 29.80 29.86 29.95 30.06 30.33 © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 02/09/2011 11:27:13AM Page 2 Node Analysis Job Number: 1 Report Description: Extra Hazard Group I Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 3 4 5 6 24-0 PO(15-0) 26-0 T(10-01 24-0 P0(15±:)t 26-0 T(10-0) 8 9 10 11 12 24-0 PO(15-0_1 26-0 T(10-0) 24-0 PO(15-0) 26-0 T(10-0) 24-0 PO(15-0) 26-0 T(10-0) 35 � 24-0 PO(15-0) 36 1 26-0 T(10-0) 37 24-0 PO(15-) 38 . 26-0 T(10-0) 39 24-0 PO(15-0) 40 1 26-0 - T(10-0) 34.00 31.06 33.99 31.05 33.99 31.05 34.00 31.06 34.04 31.10 ----r 34.99 33.51 35.06 33.58 35.16 33.68 41 24-0 PO(15-0) 35.30._ 42 26-0 T(10-0) _ 33.81 43+ 24-0 T(41-11/2) 36.02 I 44 1 24-0 PO(15-0) 35.60 45 26-0 T(10-0) 34.11 68 0-0 51.82 i 101 26-0 - Spr(-24.51) 24.51 39.61 102 26-0 Spr(-24.50) 24.50 t 39.60 103 26-0 Spr(-24.50) - 24.50 _ 39.60 104 26-0 + Spr(_24.51124.51 39.60 105 26-0 Spr(-24.54) 24.54 39.63 115 26-0 Spr(-25.48) 25.48 40.38 _ 116 26-0 . Spr(-25.47) 25.47 40.37 117 26-0 . SPr(-25.47) - 25.47 40.37 118 - 26-0 Spr(-25.48) - 25.48 40.38 119 26-0 Spr(-25.51) 25.51 40.41 - 129 26-0 Spr(-27.16) 27.16 41.69 130 26-0 Spr(-27.15) 27.15 41.68 131 26-0 Spr(-27.15) 27.15 41.68 132 26-0 Spr(-27.16) 27.16 41.69 133 t---- - -- --. - - - - - -._ 26-0 Spr(-27.19) 27.19 _ 41.72 - - _ 143 _ _ 26-0 Spr(-28.24) 28.24 42.51 144 26-0 Spr(_28 23) _ 28.23 42.50 145 I 26-0 ..Spr(_28_23)_- ._ - 28.23 42.50 146 26-0 Spr(-28.24) 28.24 42.51 147 26-0 S r -28.27 28.27 42.54 157 26-0 Spr(-27.40) 27.40 41.88 158 , 26-0 Spr(-27.39) 27.3941.87 159 26-0 Spr(-27.39) 27.39 • 41.87 160 26-0 Spr(-27.40) 27.40: 41.88 161 26-0 Spr(-27.43) 27.43 41.90 171 - 26-0 Spr(-26.35) 26.35 41.07 172 26-0 Spr(-26.34) 26.34 41.06 173 26-0 Spr(-26.34) 26.34 41.06 174 26-0 Spr(-26.35) - 26.35 41.06 175 26-0 Spr(-26.38) 26.38 41.09 185 ' 26-0 S _r -24.72 24.72 _ _ 39.77 186 26-0 Spr(_24.71) _ 24.71 _ 39.77 187 26_0 Spr(-24.71) 24.71 39.77 188 26-0 Spr(-24.72) 24.72 39.77_ 189 ` 26-0 Spr(-24.75) - - 24.75 39.80 199 26-0 Spr(-23.78) 23.78 39.01 200 26-0 Spr(-23.77) 23.77 39.00 201 26-0 Spr(-23.77) - 23.77 39.00 202 26-0 - Spr(-23.77) - - -- 23.77 39.01_ __ 203 26-0 Spr(-23.80) 23.80 39.03 © M.E.P.CAD, Inc. itn Aut0SPRINK® VR7 v7.1.7 02/09/2011 11:27:17AM Page 3 Node Analysis Node 213 214 215 216 217 227 228 Elevation(Foot) , Fittings 26-0 26-0 26-0 Spr(-25.87) Spr(-25.93) Job Number: 1 Report Description: Extra Hazard Group I Pressure(psi) Discharge(gpm) Spr(-26.01) 25.87 40.69 25.93 40.74 26.01 40.80 26-0 Spr(-26.11) 26-0 Spr(-26.35) 229 , 230 231 241 26.11 40.88 26.35 41.06 26-0 Spr(-26.89) 26.89 41.49 26-0 Spr(-26.95) 26.95 41.53 27.03 41.59 26-0 Spr(-27.03) 26-0 Spr(-27.14) 26-0 Spr(-27.38) 26-0 ' Spr(-28.66) 242 26-0 Spr(-28.72) 243 26-0 Spr(-28.81) 244 26-0 Spr(-28.92) 245 26-0 Spr(-29.18) 255 26-0 Spr(-29.80) 256 26-0 , Spr(-29.86) 27.14 41.68 27.38 41.86 28.66 42.83 28.72 42.87 28.81 42.94 28.92 43.02 29.18 43.21 29.80 43.67 257 26-0 Spr(-29.95) 258 26-0 Spr(-30.06) 259 26-0 Spr(-30.33) 29.86 43.71 29.95 43.78 30.06 43.86 30.33 44.06 ht © M.E.P.CAD, Inc. AutoSPRINK®VR7 v7.1.7 02/09/2011 11:27:17AM Page 4 Hydraulic Analysis Job Number: 1 Report Description: Extra Hazard Group I P ipe�pe Downstream Upstream Diameter Flow Veloci HWC Friction Loss Length Pressure Eq. Length , Summary Total Length • Elevation Discharge K -Factor Pt _ Pn Fittings GIP Route 1 BL 1.3800 Q=39.00 8.37 C=120 0.117737 8-0! Pf 0.94 201 26-0 q=39.00 K=8 23.77 _ Spr(-23.77) Pe 187 26-0 24.71 8-Q Pv BL 1.6100 Q=78.77 12.41 C=120 0.204000 8-0, Pf 1.63 187 26-0 q=39.77 K=8 24.71 Spr(-24.71) Pe 173 26-0 26.34 _ 8-0 Pv BL 2.0670 Q=119.82 11.46 0=120 0.131294 8-0 Pf 1.05 173 26-0 q=41.06 K=8 26.34 Spr(-26.34) Pe 159 26-0 27.39 8-0 Pv BL 2.0670 Q=161.69 15.46 C=120 0.228568 6-0 Pf 3.66 159 26-0 q=41.87 K=8 27.39 Spr(-27.39) 10-0, Pe 8 26-0 31.05 T(10-0) 16-Q Pv BL 3.0680 Q=325.85 14.14 0=120 0.122106 2-0 Pf 2.08 8 26-0 31.05 _ - 15-0 Pe 0.87 7 24-0 33.99 P0(15-0) 17-0 Pv FM _ 8.2490 0=21.58 0.13 C=120 0.000.007_ 12-6 Pf 0.00 7 24-0 33.99 Pe 5 24-0 33.99 12-6 Pv FM 8.2490 Q=347.42 2.09 0=120 0.001113 12-6 Pf 0.01 5 - 24-0 33.99 Pe 3 24-0 34.00 12-6, Pv FM 8.2490 0=673.34 4.04 0=120 0.003785 218-10 Pf 0.99 3 24-0 34.00 42-3'h Pe 35 24-0 34.99 2E(21-1%) 261-1% Pv FM 8.2490 0=842.02 5.05 C=120 0.005723 12-6 Pf 0.07 35 24-0 34.99 ' Pe 37 24-0 35.06 12-6 Pv FM 8.2490 0=1010.87 6.07 0=120 0.008025 12-6 Pf 0.10 37 24-0 _ 35.06 Pe 39 24-0 35.16 12-6 Pv FM _ 8.2490 0=1179.98 7.08 C=120 0.010684 12-6 Pf 0.13 39 - _ 24-0 35.16 , Pe 41 24-0 35.30 12-6 Pv FM _ 8.2490 0=1349.42 8.10 C=120 0.013695 11-4Pf 0.72 41 24-0 35.30 41-1% Pe 43 24-0 36.02 T(41-1%) 52-5Y Pv FM 8.2490 0=2475.89 14.86 0=120 0.042090 61-3 Pf 5.40 43 24-0 36.02 66-11% Pe 10.40 68 0-0 51.82 E(21-1%), ALV(41-1%), PIV(4-8%) 128-2% Pv FM 8.3900 0=2475.89 14.37 0=140 0.029140 1090-4% Pf 36.12 68 0-0 51.82 149-3Y Pe 3.47 1 -8-0 91.41 E(30-6%), 2T(59-4%), BFP, S 1239-8 Pv a Route 2 BL 1.3800 0=39.008.37 0=120 8-0 Pf 0.94 200 26-0 q=39.00 K=8 23.77 _0.117737 Spr(-23.77) Pe 186 26-0 24.71 8-0 Pv BL 1.6100 Q=78.77 12.41 C=120 0.204001 8-0 Pf 1.63 186 _ 26-0 q=39.77 K=8 24.71 Spr(-24.71) Pe 172 26-0 26.34 8-0 Pv BL 2.0670 0=119.82 11.46 0=120 0.131294 8-0 Pf 1.05 172 26-0 q=41.06 K=8 26.34 _ Spr(-26.34) Pe 158 26-0 27.39 8-0, Pv BL 2.0670 Q=161.69 15.46 0=120 0.228568 6-0 Pf 3.66 158 26-0 - q=41.87 _ _ K=8 27.39 _ Spr(-27.39) 10-0 Pe 6 26-0 31.05 T(10-0) 16-0 Pv BL 3.0680 0=325.85 14.14 0=120 0.122107 2-0 Pf 2.08 6 26-0 31.05 15-0 Pe 0.87 5 24-0 33.99 P0(15-0) 17-0 Pv Route 3 BL _ 1.3800 Q=39.01 8.37 C=120 0.117773 8-0, Pf 0.94 202 26-0 q=39.01 K=8 23.77 Spr(-23.77) Pe 188 26-0 24.72 8-0 Pv BL _ _ 1.6100 0=78.78 12.41 C=120 0.204064 8-0 Pf 1.63 188 26-0 q=39.77 _ K=8 24.72 Spr(-24.72) Pe 174 26-0 26.35 8-0 Pv BL 2.0670 0=119.84 11.46 C=120 0.131334 8-0 Pf 1.05 174 26-0 q=41.06 K=8 26.35 _ Spr(-26.35) Pe 160 26-0 27.40 8-0 Pv BL 2.0670 0=161.72 15.46 C=120 0.228638 6-0 Pf 3.66 160 26-0 q=41.88 K=8 27,40 Spr(-27.40) 10-0 Pe 10 26-0 31.06 T(10-0) 16-0 Pv © M.E.P.CAD, Inc. TANAutoSPRINK® VR7 v7.1.7 02/09/2(111 11:27:22AM Page 5 Hydraulic Analysis Job Number. 1 Report Description: Extra Hazard Group] Pipe Type Diameter Elevation Flow Discharge Velocity HWC Pt Friction Loss Length Pressure Eq. Length . Summary Total Length Downstream Upstream _- K -Factor Pn Fittings BL 3.0680 Q=325.90 14.14 C=120 0.122144 2-0 Pf 2.08 10 26-0 31.06 15-0 Pe 0.87 9 24-0 34.00 P0(15-0) 17-0 Pv FM 8.2490 0=630.17 3.78 0=120 0.003348 12-61 Pf 0.04 9 24-0 34.00 _ Pe 11 24-0 34.04 12-6 Pv FM - 8.2490 Q=956.27 5.74 0=120 0.007242 172-11Y2 Pf 1.56 11 24-0 34.04 42-3Y Pe 44 24-0 35.60 2E(21-1%) 215-31 Pv FM 8.2490 0=1126.47 6.76 C=120 0.009805 1-21 Pf 0.41 44 24-0 35.60 41-1'4 Pe 43 24-0 36.02 T(41-1%) 42-3 Pv Gib Route 4 BL 1.3800 0=39.01 8.37 0=120 0.117784 8-0 Pf 0.94 199 26-0 q=39.01 K=8 23.78 - -Spr(-23.78) I Pe 185 26-0 24.72 8-0 Pv BL 1.6100 0=78.78 12.42 C=120 0.204082_ 8-d Pf 1.63 185 26-0 q=39.77 K=8 24.72 _ _ Spr(-24.72) Pe 171 26-0 26.35 8-0 Pv B_ L _ 2.0670 Q=119.85 11.46 C=120 0.131346 8-0 Pf 1.05 171 26-0 q=41.07 K=8 26.35 _ - - Spr(-26.35) Pe 157 26-0 27.40 8-0 Pv BL 2.0670 0=161.73 15.46 0=120 0.228659 6-0 Pf 3.66 157 26-0 q=41.88 K=8 _ 27.40 Spr(-27.40) 10-0, Pe 4 26-0 31.06 T(10-0) 16-0 Pv BL 3.0680 Q=325.92 14.14 0=120 0.122155 24 Pf 2.08 4 26-0 31.06 15-0 Pe 0.87 3 24-0 34.00 P0(15-0) 17-0 Pv ® Route 5 BL 1.3800 0=39.03 8.37 0=120 0.117914 8-0 Pf 0.94 203 26-0 q=39.03 K=8 23.80 Spr(-23.80) Pe 189 26-0 24.75 8-0 Pv BL 1.6100 0=78.83 12.42 C=120 0.204307 8-0 Pf 1.63 189 26-0 q=39.80 K=8 24.75 Spr(-24.75) 1 Pe 175 26-0 26.38 8-0 Pv BL 2.0670 0=119.92 11.47 C=120 0.131491 8-0 Pf 1.05 175 26-0 q=41.09 K=8 26.38 Spr(-26.38) I Pe 161 26-0 27.43 8-0 Pv BL 2.0670 0=161.82 15.47 C=120 0.228910 6-0 Pf 3.66 161 26-0 q=41.90 K=8 27.43 ___ Spr(-27.43) 10-0 Pe 12 26-0 31.10 T(10-0) 16-0 Pv BL 3.0680 0=326.11 14.15 0=120 0.122289 2-0 Pf 2.08 12 26-0 31.10 15-0 Pe 0.87 11 24-0 34.04 P0(15-0) 17-0 Pv ow Route 6 BL 1.3800 Q=39.60 8.49 C=120 0.121093 8-0 Pf 0.97 103 26-0 q=39.60 _ K=8 24.50 _ Spr(-24.50) Pe 117 26-0 25.47 8-0 Pv BL _ 1.6100 0=79.97 12.60 0=120 0.2098088-0 Pf 1.68 117 26-0 q=40.37 K=8 25.47 Spr(-25.47) Pe 131 26-0 27.15 8-0 Pv B L 2.0670 Q=121.65 11.63 C=120 0.135024 8-0 Pf 1.08 131 26-0 q=41.68 K=8 27.15 - Spr(-27.15) Pe 145 26-0 28.23 8 6, Pv BL 2.0670 0=164.15 15.69 0=120 0.235050 2-0 Pf 2.82 145 26-0 q=42.50 K=8 28.23 Spr(-28.23) 10-01 Pe 8 26-0 31.05 T(10-0) 12-0 Pv +1,, Route 7 BL 1.3800 0=39.60 8.49 C=120 0.121094 8-0 Pf 0.97 102 26-0 q=39.60 K=8 24.50 Spr(-24.50) , Pe 116 26-0 25.47 8-0 Pv BL 1.6100 0=79.97 12.60 0=120 0.209808 84 Pf 1.68 116 26-0 q=40.37 K=8 25.47 Spr(-25.47) Pe 130 26-0 27.15 8-0 Pv BL 2.0670 0=121.65 11.63 C=120 0.135024 8-0 Pf 1.08 130 26-0 q=41.68 K=8 27.15 Spr(-27.15) Pe 144 26-0 28.23 8-0 Pv BL 2.0670 0=164.1.5 15.69 0=120 0.235050 2-0 Pf 2.82 144 26-0 q=42.50 K=8 28.23 Spr(-28.23) 10-0 Pe 6 26-0 31.05 T(10-0) 12-0 Pv w Route 8 © M.E.P.CAD, Inc. AutoSPRINK®VR7 v7.1.7 02/09/2011 11:27:22A M Page 6 Hydraulic Analysis Job Number: 1 Report Description: Extra Hazard Group I Pipe Type Diameter Flow Velocity K -Factor HWC Pt Friction Loss Length Pressure 1 Eq. Length Summary Total Length Downstream Upstream Elevation Discharge Pn Fittings BL 1.3800 0=39.60 8.50 0=120 0.121131 8-0 Pf 0.97 104 26-0 q=39.60 K=8 24.51 Spr(-24.51) Pe 118 26-0 25.48 8-0 Pv BL 1.6100 0=79.98 12.60 C=120 0.209873 8-0, Pf 1.68 118 26-0 q=40.38 K=8 _ 25.48 Spr(-25.48) Pe 132 26-0 27.16 8-0 Pv BL 2.0670 Q=121.67 _ 11.63 C=120 0.135065 - 8-0 Pf _ 1.08 132 26-0 q=41.69 K=8 27.16 Spr(-27.16) Pe 146 26-0 28.24 8-0 Pv BL 2.0670 0=164.18 15.7.0 C=120 0.235122 2-0 Pf 2.82 146 26-0 q=42.51 K=8 _ 28.24 Spr(-28.24) 10-0 Pe 10 26-0 31.06 T(10-0) 12-0.Pv Route 9 BL 1.3800 Q=39.61 8.50 C=120 0.121142 1 8-0 Pf 0.97 101 26-0 q=39.61 K=8 24.51 - Spr(-24.51) I Pe 115 26-0 25.48 1 8-0 Pv BL 1.6100 0=79.99 _ 12.61 0=120 0.209891 8-0 Pf 1.68 115 26-0 q=40.38 K=8 25.48 Spr(-25.48) • Pe 129 26-0 27.16 8-0 Pv BL 2.0670 Q=121.6.8 11.63 - -_ C=120 0.135077 8-0 Pf 1.08 129 26-0 q=41.69 K=8 27.16 _- - Spr(-27.16) Pe 143 26-0 28.24 8-0 Pv BL 2.0670 Q=164.19 15.70 C=120 0.235143 2-0 Pf 2.82 143 26-0 q=42.51 K=8 28.24 Spr(-28.24) 10-0 Pe 4 26-0 31.06 T(10-0) 12-0 Pv Route 10 BL 1.3800 Q=39.63 8.50 C=120 0.1212_75 8-0 Pf 0.97 105 26-0 q=39.63 K=8 24.54 Spr(-24.54) Pe 119 26-0 25.51 8-0 Pv BL 1.6100 0=80.03 12.61 0=120 0.210123 8-0 Pf 1.68 119 26-0 q=40.41 K=8 25.51 Spr(-25.51) ' Pe 133 26-0 27.19 I 8-0 Pv BL 2.0670 Q=121.75 11.64 C=120 0.135226 8-0 Pf 1.08 133 26-0 q=41.72 - K=8 - 27.19 Spr(-27.19) , Pe 147 26-0 28.27 I 8-0 Pv BL 2.0670 0=164.29 15.71 C=120 0.235401 12-0 Pf 2.82 147 26-0 q=42.54 K=8 28.27 Spr(-28.27) 10-0 Pe 12 26-0 31.10 T(10-0) 12-0 Pv 4a Route 11 BL 1.3800 _ 0=40.69 8.73 C=120 0.127370 8-0 Pf 1.02 213 26-0 q=40.69 K=8 _ 25.87 Spr(-25.87) Pe 227 26-0 26.89 8-0 Pv BL 1.6100 0=82.18 12.95 0=120 0.220668 8-0 Pf 1.77 227 26-0 q=41.49 K=8 26.89 Spr(-26.89) Pe 241 26-0 28.66 8-0 Pv BL _ _ 2.0670 0=125.01 11.95 C=120 0.141998 8-0 Pf 1.14 241 26-0 q=42.83 K=8 28.66 .. Spr(-28.66) Pe 255 26-0 29.80 8-0 Pv BL 2.0670 0=168.68 16.13 0=120 0.247169 5-0% Pf 3.72 255 26-0 q=43.67 K=8 29.80 _ _ Spr(-29.80) 10-0 Pe 36 26-0 33.51 T(10-0) 15-0% Pv BL 3.0680 0=168.68 7.32 0=120 0.036117 2-0 Pf 0.61 36 26-0 33.51 15-0 Pe 0.87 35 24-0 34.99 P0(15-0) 17-0 Pv 0 Route 12 B_ L 1.3800 _ 0=40.74 8.74 0=120 0.127622 8-0 Pf 1.02 214 26-0 q=40.74 K=8 25.93 Spr(-25.93) Pe 228 26-0 26.95 8-0 Pv BL 1.6100 Q=82.27 12.96 C=120 0.221103 8-0 Pf 1.77 228 26-0 q=41.53 K=8 26.95 Spr(-26.95) Pe 242 26-0 28.72 8-0 Pv BL 2.0670 0=125.14 11.96 0=120 0.142278 8-0 Pf 1.14 242 26-0 q=42.87 K=8 28.72 Spr(-28.72) Pe 256 26-0 29.86 8-0 Pv BL - 2.0670 Q=168.86 16.14 C=120 0.247655 5-0'/ Pf 3.72 256 26-0 q=43.71 K=8 29.86 Spr(-29.86) 10-0 Pe 38 26-0 33.58 T(10-0) 15-0% Pv BL 3.0680 0=168.86 7.33 0=120 0.036188 2-0 Pf 0.62 38 26-0 33.58 15-0 Pe 0.87 37 24-0 35.06 P0(15-0) 17-0 Pv Route 13 L, © M.E.P.CAD, Inc. AutoSPRINK®VR7 v7.1.7 02/09/2011 11:27:22A M Page 7 Hydraulic Analysis Job Number: 1 Report Description: Extra Hazard Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure _ Downstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length BL L 1.3800 Q=40.80 8.75 C=120 0.127975 8-0 Pf 1.02 _ _ 215 26-0 q=40.80 K=8 26.01 Spr(-26.01) Pe 229 26-0 27.03 8-0 Pv BL 1.6100 0=82.39 12.98 0=120 0.221714 8-0 Pf 1.77 229 26-0 q=41.59 K=8 27.03 Spr(-27.03) Pe 243 26-0 28.81 8-0 Pv BL 2.0670 Q=125.33 11.98 C=120 0.142670 8-0 Pf 1.14 243 26-0 q=42.94 K=8 28.81 Spr(-28.81) Pe 257 26-0 29.95 8-0 Pv BL 2.0670 Q=169.11 16.17 C=120 0.248337 5-01/2 Pf 3.73 257 26-0 q=43.78 K=8 29.95 Spr(-29.95) 10-0 Pe 40 26-0 33.68 T(10-0) 15-014 Pv BL 3.0680 0=169.11 7.34 C=120 0.036288 2-0 Pf 0.62 40 26-0 33.68 15-0 Pe 0.87 39 24-0 35.16 P0(15-0) 17-0 Pv Gil Route 14 BL 13800 0=40.88 8.77 0=120 0.128445 8-0 Pf 1.03 216 26-0 q=40.88 K=8 26.11 Spr(-26.11) Pe 230 26-0 27.14 8-0 Pv BL 1.6100 0=82.55 13.01 C=120 0.222527 8-0: Pf 1.78 230 26-0 q=41.68 K=8 27.14 Spr(-27.14) Pe 244 26-0 28.92 8-0 Pv BL 2.0670 0=125.58 12.01 C=120 0.143192 8-0 Pf 1.15 244 26-0 q=43.02 K=8 28.92 Spr(-28.92) Pe 258 26-0 30.06 8-0 Pv BL 2.0670 0=169.44 16.20 C=120 0.249244 5-01/2 Pf 3.75 258 26-0 q=43.86 K=8 30.06 Spr(-30.06) 10-0 Pe 42 26-0 33.81 T(10-0) 15-01/2 Pv BL 3.0680 0=169.44 7.35 C=120 0.036421 2-0 Pf 0.62 42 26-0 33.81 15-0 Pe 0.87 41 24-0 35.30 P0(15-0) 17-0 Pv - Route 15 BL 13800 0=41.06 8.81 0=120 0.129514 8-0 Pf 1.04 _ _ 217 26-0 q=41.06 K=8 26.35 Spr(-26.35) Pe 231 26-0 27.38 8-0 Pv BL 1.6100 Q=82.92 13.07 C=120 0.224375 8-0 Pf 1.80 231 26-0 q=41.86 K=8 27.38 Spr(-27.38) Pe 245 26-0 29.18 8-0 Pv BL 2.0670 0=126.14 12.06 0=120 0.144379 8-0 Pf 1.16 _ 245 26-0 q=43.21 K=8 29.18 Spr(-29.18) Pe 259 26-0 30.33 8-0 Pv BL 2.0670 Q=170.20 16.27 C=120 0.251307_ 5-014 Pf 3.78 259 26-0 q=44.06 K=8 30.33 Spr(-30.33) 10-0 Pe 45 26-0 34.11 T(10-0) 15-014 Pv BL 3.0680 0=170.20 7.39 C=120 0.036722 2-0 Pf 0.62 45 26-0 34.11 15-0 Pe 0.87 44 24-0 35.60 P0(15-0) 17-0 Pv - Route 16 FM 82490 0=304.27 1.83 0=120 0.000871 12-6 Pf 0.01 7 24-0 33.99 Pe 9 24-0 34.00 12-6 Pv Equivalent Pipe Lengths of Valves and Fittings (0=120 only) C Value Multiplier 4.87 Actual Inside Diameter Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 02/09/2011 11:27:22A M Page 8 Hydraulic Analysis Pipe Tye Downstream Upstream Diameter Elevation Job Number: 1 Report Description: Extra Hazard Group I Flow Velocity HWC Discharge K -Factor Pt Pn Friction Loss Fittings Length Pressure Eq. Length Summary Total Length Pipe Type Legend Units Legend Fittings Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b BaIV BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 fd FDC fE fEE flg FN fT 9 GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red S sCV Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11W Elbow 22W Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap © M.E.P.CAD, Inc. AutoSPRINK®VR7 v7.1.7 02/09/2011 11:27:22AM Page 9 Hydraulic Graph Job Number: 1 150 Supply at Node 1 report uescnptlon: txtra Hazard Group 135 120 Static Pressure 130.00 105 90 2475.89 @ 91.41 ---• N n g 75 3225.89 with hose streams w (n 2 60 45 System demand curve 30 15 8800.00 @ 20.00 0 -11111M11111 111111111 111111111 111 111 1 I_ 1 1 1_I 1 IJ 1 1 1 1 I. 1 1 I. 1 1 1 I I 1 1 1 I I I 1 I. 1 1 1 1 1 1 1 1 11 00 1800 2700 3600 4500 Hydraulic 5400 6300 Water flow, gpm 7200 1 1 1 1 8100 I 1 1 1 I 9000 Graph Supply at Node 1 Static: Preszure--- 130.00 Residual Pressure -- 8800.00 @ 20.00 Available Pressure @ Time of Test 112.82 @ 3225.89 - System Demand .. 2475.89 @ 91.41 System Demand (Including Hose AIbwance) 3225.89 @ 91.41 - - .. - _ .. _ — - _ __. ._. — .. _ — — — eif /l KA C AutoSPRINK®VR7 v7.1. 02/09/2011 11:27:27A M Page 10 74-1D'A DRIVE LANE o With7yJt Comments i\'ted in Red o Pe. 'The Attached Letter These plans have beeewe.d by The Tukwila Fire Prevention Bureal..J current City -andards. Accepra;ThT:.,.-.... .i"..() errors and .L,i..nis'sions which 7J, ,, r ,idiations of adopted Tindarcis and porshmty for the .-..ce.quaqof de',,,sq?j', 'cres(.i: drawings after tois date wiii \ro,d 'PP; require a resubmittai51../bS-.?(Itlent: approval. Final acceptance is sub;iect field i:est and inspection by The Tukwila Fire R[eviF.rition Bureau. Date: Riser Tag Occupancy: Total Spriniklers: Number 01 Sprinklers Calculated. K -Factor Orifice Size: Design Density: Average Density: Area of Appliication : Demand at Base Of Riser or Polint Of Connection Total Demand Flow(gprn): Pressure( osi): Water Supply Information At Time Of Design Static Pressure(psi): Residual Pressure(ps): Supply Flow(g pm): Total Demand Flow(gpm): Total Demand Pressure(psi): 8 0.521 0.39g p miff' 0 42g p 5600.00ff- (Actual 5908.29tt2) WOO ONO MIN W. 0118110 IMO M. MOM WM 2476.89 130.00 20.00 8800,00 3225.89 91.41 DRIVE LANE RUBBER TIRE STORAGE AREAS TIRES TO BE STACKED WITHW1 NOTED HATCHED AREAS VERTICALLY ON SIDES TO NO MORE THAN 6 FT IN HEIGHT. NO RACKS OR PALLETS, SYSTEM REQ PER 2010 NFPA 13 TABLE 13.4(A) - PUNIC METHOD = ON SIDE, STORAGE HT = OVER 5T0 12 FT, DENSITY/AREA = .3012500 SQ FT. THIS EXISTING SYSTELI HAS BEEN CALCULATED TO A REQUESTED .39/5600 SQ FT. TEIGHEIORING SPACE NOT OCCUPIED BY NEW TENANT. SHOWN FOR HYDRAULIC REFERENCE ONLY. WHEEL STORAGE AREAS WHEELS TO BE STACKED INTIM NOTED HATCHED AREAS ON FLOOR INSIDE CARDBOARD BOXES TO NO MORE THAN -6 -FT- IN/ L.f HEIGHT. NO RACKS OR PALLETS. SYSTEM REQ PER 2010 NFPA 13 TABLE 13.2.1 DICTATES CH2 HAZARD CLASSIFICATION. FIGURE 13.2.1 0H2 CALLS FOR .2011500 SQ FT. THS CALC NOT NECESSARY AS TIRE STORAGE REQS MORE DEMANDING. c) CEIL HT = 27"-0" * 26-0 FFrt (TYPICAL) 111:"EallielnilEilt"""1"1""iiilig111111112"1"411fficil,lilli 0 or, '14 8 <-4 k4:4: 4"N+ 8 8 124 443 42 45 ) 41) OFFICE AREA BELOW WILL CALL AREA DRNE LANE LOADING AREA "="1111112," '1111E11112111MEREES4 Urall1=22122212222121==" 1211221121EREITIMIEMINICEIMEMELT=SMI"" 1111211017" ROU. -UP DOORS - 8" DI MAIN CONTINUE TO CITY MAIN AT ANDOVER PARK WATER FLOW INFO ",""TrailE11111LIZSIMSTIMIETZETLEICERENZIMMUEINE=211E1=2111=122211MBEIMIZEZILII=111"2=- , SCOPE OF WORK HYDRAULICALLY CALCULATE EXISTING OVERHEAD SPRINKLER SYSTEM TO CONFIRM NEW USE OF SPACE FOR TIRE STORAGE AS DESCRIBED ABOVE. PROVIDED BY CITY OF TI.IKWILA PUBLIC WORKS 1125111 FOR 1163 /MOVER PARK WEST STATIC: 130 PSI RESIDUAL: 20 PSI FLOW: 6800 GPM 1i:id I ial,"111„ SCALE: 1/8 = , ..... '!f!,'r!".P1 DI •,,,,,, I, r, VICINITY MAP SCALE: NTS HANGER LEGEND SPRINKLER LEGEND REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES SYMBO MODEL ORIFICE SIZE THREAD SIZE FINISH CANOPY QUANTITY DESCRIPTION IR 1 T 1"v"Et,i PROVALS REQUIRED: DISTRIBUTION: 1, ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED, 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (14-6") WHICH ARE END TO END. 3.EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 13. 4, PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. &PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA #13. 7. OWNER TO PROVIDE .ADEOUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SY 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE, PROJECT NAME: PROJECT FO: FJF..»CKFT CITY OF TUKWILA CITY OF TUKWILA FILE OWNER / ARCHITECT OWNER / ARCHITECT FIRE SYSTEMS WEST Fire Systems West 206 Frontage Road North, Suite C Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 WHEEL MART - SEATTLE 1163 ANDOVER PARK WEST TUKWILA, WA CONTACT: WEN-HUA YE Phone: 206-371-3371 WA CLO FIRESWI 140E1 Q.C. FAB BY: Q C. INSTALL BY: DESIGNER T DAViS JOB NUMBER •SHEET 2/9/11