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•• •• •• • • • •• •• • •• •• •• • • ••• ••• •• • •- • •• • ••• • • •• • • • , • •• • •y. ••• Q • • �tP ? 2018•`• •• SEO L u•uPy •, CITY O:�QARD . .'• • • • • ••• • • • • • •• • •• • •• •• • BLACKSTONE FIRE PROTECTION, LLC. �•• • 612 N. E. SQUIRE RD. WASHOUGAL, WA::986"717 • •• PHONE (360) 216-1826 FAX (360) 838-:011i62••• •• • • • •.. • ( s "Ti 9 ®y 4111 HYDRAULIC CALCULATIONS -EGON FOR `Lky9 200 "Di'D.LWEA,. RENEWAL:DEC.31,20.1. TIGARD EXTRA STORAGE 11123 SW 68TH PARKWAY PORTLAND, OR. 97223 HYDRAULIC CALL. COVER SHEET.xls PDF processed with CutePDF evaluation edition www.CutePDF.com • .. •. •• • . • • •. • . . • • e • • • • • • • • • • •• •• • • • • • • J I •.• • • •• • • • • • • • • • • • • • • • • • • • • • •• TUALATIN VALLEY WATER DISTRICT Test#: a 250 •• . • FIRE HYDRANT FLOW TEST REPORT Hydrant ID '#; 1,S�U0'3' ' " '6�?32�H50 ••• ... •• ... • ... •.• Location: SW 68TH PKWY & SW PACIFIC HWY Date: 11/ 26}6 .•• .•. :•O :•. • • • Test made by: HERB &JAMES •' ' "' ' ' • Witness: Time: 1:20 Project name: Discharge coefficient: .54816 Inside dia. of outlet = 4.5 inches Pitot reading = 45 psi Pitot 2 = 0 psi Observed flow rate = 2220.5 gpm Flow method: HOSE MONSTER Static pressure: 89 psi Residual pressure: 73 psi Flow at 20psi residual pressure (calculated): 4889 gpm 1;00 ' ``11.410!` 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 page: 3602536332 Pitot gage: 2-A5F6U-20-1 Hydrant information: Hydrant ID Year Make Notes Flow hydrant: 1 S1 W36D32FH50 2005 WATEROUS see map for location Read hydrant: 1S1W36D43FH50 1985 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. •••• • • • •• • • • • •• • •e•• • • • • • • • - •S. •• •• • • • _ •• •• •••• LI • • ••• •• d • • • • • s • , • •••• I . • • •••• • 1 •••• • • I• • • • • r I ¢�� ' tie 11 t , 14 ?''',.% '.4 430 os° r IN N a II..', °I;0C4::' a.. . ,. II 'V/) W • •• •• •• • • • • • • • • • • • •• •• • • • • • ••• • • •• • • • • • • • • • • • • • •• • • • • • • • •Arilk :1. • • • • • • ••• 000 • • •• •• • • • • • • • ••• ••• 410 • • • • • 000 • • Fire Protection by Computer Design ✓ N BLACKSTONE FIRE PROTECTION LLC �'� �� 612 NE SQUIRE RD WASHOUGAL, WA 98671 360-216-1826 �ror� ''UCY 9 244 RENEWAL:DEC-31,26 Job Name : 3RD FL BRANCH CALC Building Location : 11123 SW 68TH PARKWAY System Contract : Data File : 3RD FL BRANCH CALC.WX1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • • II* •• • • • • •• BLACKSTONE FIRE PROTECTION LLC : : .' :•pale: 1 : : ' : : 3RD FL BRANCH CALC : Date. 071:9;8 Hydraulic Design Information Sheet • • • • .• • . •• • .• • • Name - TIGARD EXTRA STORAGE Date : : • : :.: • : .•. Location - 11123 SW 68TH PARKWAY • • • • •• • ... . ••• • ••. . Building - System No. - Contractor - PERLO Contract No. -- Calculated By - JOHNATHAN CRULL Drawing No. -•:* • • •• •• Construction: (X) Combustible ( ) Non-Combustible Ceiling Height:- : :.. ... . . Occupancy - ORDINARY HAZARD GP II :• .•. • • S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 929.621 System Type Sprinkler/Nozzle Density - .20 ( ) Wet Make VICTAULIC D Area Per Sprinkler - 100 ( ) Dry Model V2704 E Elevation at Highest Outlet - 40 ' ( ) Deluge Size 1/2 S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155 G Hose Allowance - Outside - N Note Calculation Flow Required - 404. 40 Press Required - 77.688 Summary C-Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or. Reservoir: A Date of Test - 11-28-16 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 89 @ Press - R Residual Press - 73 Elev. - Well Flow - 4889 Proof Flow S Elevation - U P Location - AT SITE P L Source of Information - TUALATIN FIRE DEPT. Y C Commodity Class Location O Storage HL. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) ALRSTONO.F•IFtE PROTECTION LLC Page 2 3RD FL BRA,QH;CALC • Date 071918 • - .. .. . . • ••City Wate .ipply: • Demand: •• •• Cl - St-attic Pressure.. : 89 D1 - Elevation : 17.324 • • C2 -.Residual Pressure: 73 D2 - System Flow : 404.399 • C2• - Residual Ftaw:.• : 4889 D2 - S stem Pressure : 77.688 • Hose Adj City •'•• • Hose Demand)) : 250 • • • • •••• D3 - System Demand : 654.399 • Safety Margin : 10.924 150 140 130 P 120 R110 E 100 Cl S 90 D2 S 80 Ce U 7 3 R60 - E 50 40 30 20 q D1 10 . . . . I . . . - 500 1000 1500 2000 2500 3000 3500 4000 4500 FLOW ( N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary IICAURSTOItIt• IRE PROTECTION LLC Page 3 3RD FL BRANCH•CALC""• Date 071918 • S. •• FiftiM•Legend • • • Rtprev. Name •:•• '/ 3/4 1 11/4 11/2 2 2' 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B Gene.4'13erfly Varve.'. 0 0 0 0 0 0 7 10 0 12 9 10 12 19 21 0 0 0 0 0 I .• 90'Standard Elbow••'• 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 90' Floe Tpru Tee' e 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 . • . • • . •.•• . . • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD • •• .. .. • . • . •• BLACKSTONE FIRE PROTECTION LLC . . .. face: 4 : : • : 3RD FL BRANCH CALC : 'Date•. 07101$ : : . • • . . •• Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual •_ •• • Reck •• • • . . • . . . . • • . • . •... . . . • . . • . 236 40.0 5.6 12.95 na 20.15 0.2. . • Mr • 7.t•• • 235 40.0 5.6 13.62 na 20.67 0.2 100 7.0 234 40.0 5.6 14.62 na 21.41 0.2 ... . 1j)0 ..7.0.. 233 40.0 5.6 16.24 na 22.56 0.2 : W • • • .0• • 232 40.0 5.6 20.19 na 25.16 0.2 : •1'00 ••• ••7.0• • 231 40.0 5.6 12.82 na 20.05 0.2 • • • •1400 • • • ;.0:•• 230 40.0 5.6 13.6 na 20.65 0.2 100 7.0 229 40.0 5.6 14.71 na 21.48 0.2 100 7.0 228 40.0 5.6 16.36 na 22.65 0.2 100 7.0 133 40.0 29.29 na 134 40.0 29.39 na 135 40.0 29.68 na 222 40.0 33.36 na 223 40.0 33.48 na 224 40.0 34.32 na 219 40.0 33.36 na 220 40.0 33.48 na 221 40.0 34.31 na 216 40.0 33.34 na 217 40.0 33.47 na 218 40.0 34.31 na 213 40.0 33.31 na 214 40.0 33.44 na 215 40.0 34.32 na 210 40.0 5.6 27.75 na 29.5 0.2 100 7.0 211 40.0 28.79 na 212 40.0 29.26 na 208 40.0 31.5 na 209 40.0 32.35 na 202 40.0 5.6 12.96 na 20.16 0.2 100 7.0 203 40.0 13.18 na 204 40.0 13.86 na 205 40.0 14.88 na 206 40.0 16.52 na 227 40.0 27.07 na 207 40.0 31.83 na 198 40.0 5.6 20.06 na 25.08 0.2 100 7.0 199 40.0 20.53 na 200 40.0 5.6 22.34 na 26.47 0.2 100 7.0 226 40.0 28.24 na 201 40.0 32.15 na 192 40.0 5.6 12.76 na 20.0 0.2 100 7.0 193 40.0 13.05 na 194 40.0 13.84 na 195 40.0 15.01 na 196 40.0 16.64 na 225 40.0 27.17 na 197 40.0 32.09 na 189 40.0 30.27 na 190 40.0 30.49 na 191 40.0 32.44 na 186 40.0 30.78 na 187 40.0 30.95 na 188 40.0 32.54 na 183 40.0 31.14 na 184 40.0 31.29 na 185 40.0 32.61 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard • .. .. .. • . • • • BLACKSTONE FIRE PROTECTION LLC : : :.' :FAO : ' : : •• 3RD FL BRANCH CALC •Datew• 07191$ • • . • • • . Node Elevation K-Fact Pt Pn Flow Density Area Press Actual • •• •• • Re9: • No. Actual .. • • .. • • . • • • . • • • • • I • • ••• • • • • • • • • • • • 180 40.0 31.47 na 181 40.0 31.6 na 182 40.0 32.71 na •.• •.• • • •• •• 177 40.0 31.67 na ▪ • • 178 40.0 31.78 na • • www www •• • • 179 40.0 32.77 na •• ... • • 174 40.0 31.92 na 175 40.0 32.01 na 176 40.0 32.87 na 171 40.0 32.13 na 172 40.0 32.22 na 173 40.0 32.97 na 168 40.0 32.38 na 169 40.0 32.45 na 170 40.0 33.11 na 165 40.0 32.54 na 166 40.0 32.61 na 167 40.0 33.22 na 162 40.0 32.65 na 163 40.0 32.72 na 164 40.0 33.3 na 159 40.0 32.76 na 160 40.0 32.82 na 161 40.0 33.41 na 156 40.0 32.91 na 157 40.0 32.97 na 158 40.0 33.58 na 153 40.0 33.06 na 154 40.0 33.13 na 155 40.0 33.79 na 150 40.0 33.14 na 151 40.0 33.22 na 152 40.0 33.94 na 147 40.0 33.21 na 148 40.0 33.3 na 149 40.0 34.1 na 144 40.0 33.28 na 145 40.0 33.39 na 146 40.0 34.31 na 105 40.0 29.26 na 136 40.0 33.37 na 137 40.0 33.48 na 138 40.0 34.32 na 139 40.0 34.43 na 140 40.0 34.43 na 141 40.0 34.43 na 142 40.0 34.44 na 143 40.0 34.45 na 100 40.0 5.6 14.91 na 21.62 0.2 100 7.0 101 40.0 5.6 15.06 na 21.73 0.2 100 7.0 102 40.0 5.6 15.6 na 22.12 0.2 100 7.0 103 40.0 5.6 16.77 na 22.94 0.2 100 7.0 104 40.0 25.71 na 106 40.0 29.26 na 107 40.0 29.83 na 108 40.0 32.35 na 109 40.0 32.51 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard . .. •• •• • . . •• BLACKSTONE FIRE PROTECTION LLC : : :.• :Va4e: 6 : : • : : 3RD FL$RANCH CALC :D •ate. 071b1 $ Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual •: ••• .: : R c .•• • . . • . . . • . • • . • • ••• . • . • . . . . • 110 40.0 32.51 na ••• • ••• • ••• • 111 40.0 32.52 na 112 40.0 32.59 na •.. .•. • . .• •. 113 40.0 32.61 na • • . • . . ... ... .. . . 114 40.0 32.66 na • . 115 40.0 32.71 na • ••• • • 116 40.0 32.76 na 117 40.0 32.83 na 118 40.0 32.88 na 119 40.0 32.96 na 120 40.0 33.05 na 121 40.0 33.18 na 122 40.0 33.28 na 123 40.0 33.37 na 124 40.0 33.47 na 125 40.0 33.64 na 126 40.0 33.86 na 127 40.0 34.02 na 128 40.0 34.19 na 129 40.0 34.42 na 130 40.0 34.53 na 131 10.0 49.44 na 132 10.0 50.99 na 500 1.5 66.16 na 501 1.5 67.52 na 502 1.5 68.55 na 503 1.5 69.58 na 504 0.0 71.26 na 900 0.0 71.41 na 901 0.0 77.41 na TEST 0.0 77.69 na 250.0 The maximum velocity is 18.68 and it occurs in the pipe between nodes 206 and 227 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams • .. •. •• . • • . •. BLACKSTONE FIRE PROTECTION LLC • • •• •.P.agb :7 : : • : : 3RD FL •BRANCH CALC :•: : :Data �. • 071912 : : • . . . • . . •• Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv .: *.'ek** .: Notes :: Point Qt Pf/UL Eqv. Ln. Total Pf Pn • • • • • • • • • •• . . . . ... . . . • . • . . • ... . ... . ... . •.• ••. . . •. •• 236 20.15 1.515 1T 9.453 1.040 12.946 : K F.act•or• L�t0:•: to 120 0.0 9.453 0.0 • • • • • • • • • • 203 20.15 0.0220 0.0 10.493 0.231 Vel = 3.59 0.0 20.15 13.177 K Factor= 5.55 235 20.67 1.515 1T 9.453 0.950 13.619 K Factor = 5.60 to 120 0.0 9.453 0.0 204 20.67 0.0231 0.0 10.403 0.240 Vel = 3.68 0.0 20.67 13.859 K Factor= 5.55 234 21.41 1.515 1T 9.453 1.200 14.621 K Factor = 5.60 to 120 0.0 9.453 0.0 205 21.41 0.0247 0.0 10.653 0.263 Vel = 3.81 0.0 21.41 14.884 K Factor= 5.55 233 22.56 1.515 1T 9.453 1.160 16.235 K Factor= 5.60 to 120 0.0 9.453 0.0 206 22.56 0.0272 0.0 10.613 0.289 Vel = 4.02 0.0 22.56 16.524 K Factor= 5.55 232 25.16 1.515 1T 9.453 0.950 20.186 K Factor= 5.60 to 120 0.0 9.453 0.0 199 25.16 0.0332 0.0 10.403 0.345 Vel = 4.48 0.0 25.16 20.531 K Factor = 5.55 231 20.05 1.515 1T 9.453 1.040 12.819 K Factor= 5.60 to 120 0.0 9.453 0.0 193 20.05 0.0218 0.0 10.493 0.229 Vel = 3.57 0.0 20.05 13.048 K Factor= 5.55 230 20.65 1.515 1T 9.453 1.040 13.597 K Factor = 5.60 to 120 0.0 9.453 0.0 194 20.65 0.0231 0.0 10.493 0.242 Vel = 3.68 0.0 20.65 13.839 K Factor= 5.55 229 21.48 1.515 1T 9.453 2.540 14.712 K Factor= 5.60 to 120 0.0 9.453 0.0 195 21.48 0.0248 0.0 11.993 0.298 Vel = 3.82 0.0 21.48 15.010 K Factor= 5.54 228 22.65 1.515 1T 9.453 1.000 16.356 K Factor = 5.60 to 120 0.0 9.453 0.0 196 22.65 0.0274 0.0 10.453 0.286 Vel = 4.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard • .. •• •. . • • • •• BLACKSTONE FIRE PROTECTION LLC : : :•• :Pagb : 8' : : • : : 3RD FL BRANCH CALC :•: : :Date. 071818 : : Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv .. .. Nbtes .. . Point Qt Pf/UL Eqv. Ln. Total Pf Pn • • • • :•• • • •.. . ••. . •.. . ••• •..• • . .. .. • • . 0.0 . . •.. ••. .. . . 22.65 16.642 : K..actbr'=:'a 55 : :.' 133 -68.60 1.515 1T 9.453 1.000 29.294 to 120 0.0 9.453 0.0 227 -68.6 -0.2124 0.0 10.453 -2.220 Vel = 12.21 0.0 -68.60 27.074 K Factor= -13.18 134 -48.09 1.515 1T 9.453 1.000 29.394 to 120 0.0 9.453 0.0 226 -48.09 -0.1101 0.0 10.453 -1.151 Vel = 8.56 0.0 -48.09 28.243 K Factor= -9.05 135 -73.29 1.515 1T 9.453 1.000 29.677 to 120 0.0 9.453 0.0 225 -73.29 -0.2400 0.0 10.453 -2.509 Vel = 13.04 0.0 -73.29 27.168 K Factor= -14.06 222 13.61 1.515 1T 9.453 1.000 33.365 to 120 0.0 9.453 0.0 223 13.61 0.0106 0.0 10.453 0.111 Vel = 2.42 223 0.0 1.515 2T 18.905 60.080 33.476 to 120 0.0 18.905 0.0 224 13.61 0.0107 0.0 78.985 0.843 Vel = 2.42 224 0.0 1.515 1T 9.453 1.000 34.319 to 120 0.0 9.453 0.0 140 13.61 0.0106 0.0 10.453 0.111 Vel = 2.42 0.0 13.61 34.430 K Factor= 2.32 219 14.43 1.515 1T 9.453 1.000 33.358 to 120 0.0 9.453 0.0 220 14.43 0.0119 0.0 10.453 0.124 Vel = 2.57 220 0.0 1.515 2E 9.453 60.080 33.482 to 120 0.0 9.453 0.0 221 14.43 0.0119 0.0 69.533 0.826 Vel = 2.57 221 0.0 1.515 1T 9.453 1.000 34.308 to 120 0.0 9.453 0.0 141 14.43 0.0119 0.0 10.453 0.124 Vel = 2.57 0.0 14.43 34.432 K Factor = 2.46 216 14.60 1.515 1T 9.453 1.000 33.340 to 120 0.0 9.453 0.0 217 14.6 0.0121 0.0 10.453 0.127 Vel = 2.60 217 0.0 1.515 2E 9.453 60.080 33.467 to 120 0.0 9.453 0.0 218 14.6 0.0121 0.0 69.533 0.844 Vel = 2.60 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard • •• •• •• • • • • •• BLACKSTONE FIRE PROTECTION LLC • • •• •Pagt :9' : : • : : 3RD FL BRANCH CALC • : :Datr. 07111$ Hyd. Qa Dia. Fitting Pipe Pt Pt **�•k*** Ref. "C" or Ftng's Pe Pv .. .•• NDtes *ay/:W*W •. Point Qt Pf/UL Eqv. Ln. Total Pf RI-) • •• •• • • ••• • • •• • • • •• •••• •• • • • • • •• •• •• • • •.• • •.• • •.• • ••• •.• • • •• •• 218 0.0 1.515 1T 9.453 1.000 34.311 • • • to 120 0.0 9.453 0.0 •: •:• • • 142 14.6 0.0121 0.0 10.453 0.127 Vel = 2.60 0.0 14.60 34.438 K Factor = 2.49 213 14.88 1.515 1T 9.453 1.000 33.309 to 120 0.0 9.453 0.0 214 14.88 0.0125 0.0 10.453 0.131 Vel = 2.65 214 0.0 1.515 2E 9.453 60.080 33.440 to 120 0.0 9.453 0.0 215 14.88 0.0126 0.0 69.533 0.875 Vel = 2.65 215 0.0 1.515 1T 9.453 1.000 34.315 to 120 0.0 9.453 0.0 143 14.88 0.0125 0.0 10.453 0.131 Vel = 2.65 0.0 14.88 34.446 K Factor= 2.54 210 29.50 1.515 1E 4.726 18.660 27.749 K Factor= 5.60 to 120 0.0 4.726 0.0 211 29.5 0.0446 0.0 23.386 1.043 Vel = 5.25 211 0.0 1.515 1T 9.453 1.000 28.792 to 120 0.0 9.453 0.0 212 29.5 0.0446 0.0 10.453 0.466 Vel = 5.25 212 0.0 3.342 0.0 3.370 29.258 to 120 0.0 0.0 0.0 106 29.5 0.0009 0.0 3.370 0.003 Vel = 1.08 0.0 29.50 29.261 K Factor = 5.45 208 16.50 1.515 2T 18.905 37.160 31.502 to 120 0.0 18.905 0.0 209 16.5 0.0152 0.0 56.065 0.852 Vel = 2.94 209 0.0 1.515 1T 9.453 1.000 32.354 to 120 0.0 9.453 0.0 110 16.5 0.0152 0.0 10.453 0.159 Vel = 2.94 0.0 16.50 32.513 K Factor= 2.89 202 20.16 1.515 0.0 9.700 12.963 K Factor= 5.60 to 120 0.0 0.0 0.0 203 20.16 0.0221 0.0 9.700 0.214 Vel = 3.59 203 20.15 1.515 0.0 8.580 13.177 to 120 0.0 0.0 0.0 204 40.31 0.0795 0.0 8.580 0.682 Vel = 7.17 204 20.67 1.515 0.0 6.000 13.859 to 120 0.0 0.0 0.0 205 60.98 0.1708 0.0 6.000 1.025 Vel = 10.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard • .. .• •• • • • • .. BLACKSTONE FIRE PROTECTION LLC : : :•• i O :10 : : ' : : 3RD FL BRANCH CALC :': : batd4).071TE: : • • • • • • • •• Hyd. Qa Dia. Fitting Pipe Pt Pt • ***•*** . Notes **,*** • Ref. "C' or Ftng's Pe Pv .. • .. .. . . . • . • . • . . • Point Qt Pf/UL Eqv. Ln. Total Pf Pn •• •• • • •.• • • • •.. • ••• • ••• • ... •.. • • •• .• • . 205 21.41 1.515 0.0 5.500 14.884 to 120 0.0 0.0 0.0 • ••• • • • • • .* 206 82.39 0.2982 0.0 5.500 1.640 Vel = 14.66 206 22.57 1.515 1T 9.453 13.160 16.524 to 120 0.0 9.453 0.0 227 104.96 0.4665 0.0 22.613 10.550 Vel = 18.68 227 -68.61 1.515 2T 18.905 53.580 27.074 to 120 0.0 18.905 0.0 207 36.35 0.0656 0.0 72.485 4.756 Vel = 6.47 207 0.0 1.515 1T 9.453 1.000 31.830 to 120 0.0 9.453 0.0 111 36.35 0.0656 0.0 10.453 0.686 Vel = 6.47 0.0 36.35 32.516 K Factor= 6.37 198 25.08 1.515 1E 4.726 9.580 20.059 K Factor = 5.60 to 120 0.0 4.726 0.0 199 25.08 0.0330 0.0 14.306 0.472 Vel = 4.46 199 25.16 1.515 0.0 15.120 20.531 to 120 0.0 0.0 0.0 200 50.24 0.1194 0.0 15.120 1.805 Vel = 8.94 200 26.47 1.515 1T 9.453 13.160 22.336 K Factor= 5.60 to 120 0.0 9.453 0.0 226 76.71 0.2612 0.0 22.613 5.907 Vel = 13.65 226 -48.10 1.515 1E 4.726 78.580 28.243 to 120 1T 9.453 14.179 0.0 201 28.61 0.0421 0.0 92.759 3.909 Vel = 5.09 201 0.0 1.515 1T 9.453 1.000 32.152 to 120 0.0 9.453 0.0 112 28.61 0.0421 0.0 10.453 0.440 Vel = 5.09 0.0 28.61 32.592 K Factor= 5.01 192 20.00 1.515 1 E 4.726 8.750 12.755 K Factor= 5.60 to 120 0.0 4.726 0.0 193 20.0 0.0217 0.0 13.476 0.293 Vel = 3.56 193 20.05 1.515 0.0 10.080 13.048 to 120 0.0 0.0 0.0 194 40.05 0.0785 0.0 10.080 0.791 Vel = 7.13 194 20.65 1.515 0.0 6.910 13.839 to 120 0.0 0.0 0.0 195 60.7 0.1695 0.0 6.910 1.171 Vel = 10.80 195 21.48 1.515 0.0 5.500 15.010 to 120 0.0 0.0 0.0 196 82.18 0.2967 0.0 5.500 1.632 Vel = 14.63 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard • •• •. •9 • • . • •. BLACKSTONE FIRE PROTECTION LLC • • • Pagel :1? : : • : 3RD FL BRANCH CALC bate:•.0719:711 . . . • . . • !• Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng s Pe Pv •.11 ***•*** 11.11 Notes *11*i11 • *** • Point Qt Pf/UL Eqv. Ln. Total Pf Pn •• •• •• • • •• .•• • • . . • • • . •.• I 115.1 • •.• • ••• •.• • • •• •. • 196 22.65 1.515 1T 9.453 13.160 16.642 • •• to 120 0.0 9.453 0.0 • • •.5 •1111 •. . . 225 104.83 0.4655 0.0 22.613 10.526 Vel = 18.66 225 -73.29 1.515 2T 18.905 78.580 27.168 to 120 0.0 18.905 0.0 197 31.54 0.0504 0.0 97.485 4.918 _ Vel = 5.61 197 0.0 1.515 1T 9.453 1.000 32.086 to 120 0.0 9.453 0.0 113 3154 0.0505 0.0 10.453 0.528 Vel = 5.61 0.0 31.54 32.614 K Factor= 5.52 189 19.65 1.515 1T 9.453 1.000 30.266 to 120 0.0 9.453 0.0 190 19.65 0.0210 0.0 10.453 0.219 Vel = 3.50 190 0.0 1.515 1E 4.726 78.580 30.485 to 120 1T 9.453 14.179 0.0 191 19.65 0.0210 0.0 92.759 1.951 Vel = 3.50 191 0.0 1.515 1T 9.453 1.000 32.436 to 120 0.0 9.453 0.0 114 19.65 0.0210 0.0 10.453 0.220 Vel = 3.50 0.0 19.65 32.656 K Factor= 3.44 186 17.14 1.515 1T 9.453 1.000 30.778 to 120 0.0 9.453 0.0 187 17.14 0.0164 0.0 10.453 0.171 Vel = 3.05 187 0.0 1.515 2T 18.905 78.580 30.949 to 120 0.0 18.905 0.0 188 17.14 0.0163 0.0 97.485 1.591 Vel = 3.05 188 0.0 1.515 1T 9.453 1.000 32.540 to 120 0.0 9.453 0.0 115 17.14 0.0163 0.0 10.453 0.170 Vel = 3.05 0.0 17.14 32.710 K Factor = 3.00 183 15.95 1.515 1T 9.453 1.000 31.139 to 120 0.0 9.453 0.0 184 15.95 0.0143 0.0 10.453 0.149 Vel = 2.84 184 0.0 1.515 1E 4.726 78.580 31.288 to 120 1T 9.453 14.179 0.0 185 15.95 0.0143 0.0 92.759 1.326 Vel = 2.84 185 0.0 1.515 1T 9.453 1.000 32.614 to 120 0.0 9.453 0.0 116 15.95 0.0143 0.0 10.453 0.150 Vel = 2.84 0.0 15.95 32.764 K Factor = 2.79 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard • .. .. .. • • . .. BLACKSTONE FIRE PROTECTION LLC : : :•" E'er$ :12 : : • 3RD FL BRANCH CALCDate:'.071978: • . . • . • • *I. Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv .: **:1":* .;Notes **�"`** • • Point Qt Pf/UL Eqv. Ln. Total Pf Pn :• • • • • • • • ... . .5. • ... • ... ... . • .. .. . 180 14.47 1.515 1T 9.453 1.000 31.474 • ' • . . ... ... .. • • to 120 0.0 9.453 0.0 •: Final Calculations - Standard •. ••: ••* :.. ••• •• : : • .. BLACKSTONE FIRE PROTECTION LLC : : P:tg.e 13 : • : : 3RD FL BRANCH CALC • Date 011918 • - Hyd. Qa Dia. Fitting Pipe Pt Pt •j ••. • Ref. "C" or Ftng's Pe Pv • : :*'*** : Notes; **i*•* . .. Point Qt Pf/UL Eqv. Ln. Total Pf Pn ••• • .:. • : : • 641.• . . .. ... ... 11.47 33.055 : •:K gttQr•= :2.60d : • 168 10.66 1.515 1T 9.453 1.000 32.377 • •. .• to 120 0.0 9.453 0.0 169 10.66 0.0068 0.0 10.453 0.071 Vel = 1.90 169 0.0 1.515 2T 18.905 78.580 32.448 to 120 0.0 18.905 0.0 170 10.66 0.0068 0.0 97.485 0.661 Vel = 1.90 170 0.0 1.515 1T 9.453 1.000 33.109 to 120 0.0 9.453 0.0 121 10.66 0.0068 0.0 10.453 0.071 Vel = 1.90 0.0 10.66 33.180 K Factor = 1.85 165 10.45 1.515 1T 9.453 1.000 32.542 to 120 0.0 9.453 0.0 166 10.45 0.0065 0.0 10.453 0.068 Vel = 1.86 166 0.0 1.515 1E 4.726 78.580 32.610 to 120 1T 9.453 14.179 0.0 167 10.45 0.0065 0.0 92.759 0.606 Vel = 1.86 167 0.0 1.515 1T 9.453 1.000 33.216 to 120 0.0 9.453 0.0 122 10.45 0.0066 0.0 10.453 0.069 Vel = 1.86 0.0 10.45 33.285 K Factor = 1.81 162 10.26 1.515 1T 9.453 1.000 32.652 to 120 0.0 9.453 0.0 163 10.26 0.0063 0.0 10.453 0.066 Vel = 1.83 163 0.0 1.515 1E 4.726 78.580 32.718 to 120 1T 9.453 14.179 0.0 164 10.26 0.0063 0.0 92.759 0.586 Vel = 1.83 164 0.0 1.515 1T 9.453 1.000 33.304 to 120 0.0 9.453 0.0 123 10.26 0.0063 0.0 10.453 0.066 Vel = 1.83 0.0 10.26 33.370 K Factor= 1.78 159 9.99 1.515 1T 9.453 1.000 32.761 to 120 0.0 9.453 0.0 160 9.99 0.0060 0.0 10.453 0.063 Vel = 1.78 160 0.0 1.515 2T 18.905 78.580 32.824 to 120 0.0 18.905 0.0 161 9.99 0.0060 0.0 97.485 0.587 Vel = 1.78 161 0.0 1.515 1T 9.453 1.000 33.411 to 120 0.0 9.453 0.0 124 9.99 0.0060 0.0 10.453 0.063 Vel = 1.78 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard • .. .. • • •.• :.• •• - • •• .. BLACKSTONE FIRE PROTECTION LLC :•: : : Page 14 : • 3RD FL BRANCH CALC • Date 0/1918 • • Hyd. Qa Dia. Fitting Pipe PtPt ••• • Ref. "C" or Ftng's Pe Pv •• : •*`**"• • Notes; "i • Point Qt Pf/UL Eqv. Ln. Total Pf Pn •• •:. • : : • • ••. •. ... ••• • . • • • .`. •• •• oo 0.0 • :•• .. • 9.99 33.474 K Factor' •1,73.° 156 10.18 1.515 1T 9.453 1.000 32.906 to 120 0.0 9.453 0.0 157 10.18 0.0062 0.0 10.453 0.065 Vel = 1.81 157 0.0 1.515 2T 18.905 78.580 32.971 to 120 0.0 18.905 0.0 158 10.18 0.0062 0.0 97.485 0.607 Vel = 1.81 158 0.0 1.515 1T 9.453 1.000 33.578 to 120 0.0 9.453 0.0 125 10.18 0.0062 0.0 10.453 0.065 Vel = 1.81 0.0 10.18 33.643 K Factor = 1.76 153 10.68 1.515 1T 9.453 1.000 33.055 to 120 0.0 9.453 0.0 154 10.68 0.0068 0.0 10.453 0.071 Vel = 1.90 154 0.0 1.515 2T 18.905 78.580 33.126 to 120 0.0 18.905 0.0 155 10.68 0.0068 0.0 97.485 0.664 Vel = 1.90 155 0.0 1.515 1T 9.453 1.000 33.790 to 120 0.0 9.453 0.0 126 10.68 0.0068 0.0 10.453 0.071 Vel = 1.90 0.0 10.68 33.861 K Factor = 1.84 150 11.43 1.515 1T 9.453 1.000 33.139 to 120 0.0 9.453 0.0 151 11.43 0.0077 0.0 10.453 0.081 Vel = 2.03 151 0.0 1.515 1E 4.726 78.580 33.220 to 120 1T 9.453 14.179 0.0 152 11.43 0.0077 0.0 92.759 0.716 Vel = 2.03 152 0.0 1.515 1T 9.453 1.000 33.936 to 120 0.0 9.453 0.0 127 11.43 0.0077 0.0 10.453 0.080 Vel = 2.03 0.0 11.43 34.016 K Factor= 1.96 147 12.15 1.515 1T 9.453 1.000 33.211 to 120 0.0 9.453 0.0 148 12.15 0.0086 0.0 10.453 0.090 Vel = 2.16 148 0.0 1.515 1E 4.726 78.580 33.301 to 120 1T 9.453 14.179 0.0 149 12.15 0.0086 0.0 92.759 0.801 Vel = 2.16 149 0.0 1.515 1T 9.453 1.000 34.102 to 120 0.0 9.453 0.0 128 12.15 0.0086 0.0 10.453 0.090 Vel = 2.16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard .•. . .. . • • • ..• • • • . ; •• •. BLACKSTONE FIRE PROTECTION LLC : Page 15: : • 3RD FL BRANCH CALC ' Date 071.9'18 • • Hyd. Qa Dia. Fitting Pipe Pt Pt •: • • • Ref. "C" or Ftng's Pe Pv • •: •*� ,* **• •Notes'• "*4'-'`: Point Qt Pf/UL Eqv. Ln. Total Pf Pn ••• • .:. • : • • •.. •.. • • : : : :'. . : ;•• ... :•• : . 0.0 12.15 34.192 K Factor = '2 b8. 144 13.47 1.515 1T 9.453 1.000 33.278 to 120 0.0 9.453 0.0 145 13.47 0.0104 0.0 10.453 0.109 Vel = 2.40 145 0.0 1.515 2E 9.453 78.580 33.387 to 120 0.0 9.453 0.0 146 13.47 0.0105 0.0 88.033 0.920 Vel = 2.40 146 0.0 1.515 1T 9.453 1.000 34.307 to 120 0.0 9.453 0.0 129 13.47 0.0104 0.0 10.453 0.109 Vel = 2.40 0.0 13.47 34.416 K Factor= 2.30 105 85.00 3.342 0.0 5.000 29.261 to 120 0.0 0.0 0.0 133 85.0 0.0066 0.0 5.000 0.033 VeI = 3.11 133 68.60 3.342 0.0 5.000 29.294 to 120 0.0 0.0 0.0 134 153.6 0.0200 0.0 5.000 0.100 VeI = 5.62 134 48.09 3.342 0.0 8.540 29.394 to 120 0.0 0.0 0.0 135 201.69 0.0331 0.0 8.540 0.283 Vel = 7.38 135 73.29 3.342 0.0 10.000 29.677 to 120 0.0 0.0 0.0 189 274.98 0.0589 0.0 10.000 0.589 VeI = 10.06 189 -19.65 3.342 0.0 10.000 30.266 to 120 0.0 0.0 0.0 186 255.33 0.0512 0.0 10.000 0.512 VeI = 9.34 186 -17.14 3.342 0.0 8.000 30.778 to 120 0.0 0.0 0.0 183 238.19 0.0451 0.0 8.000 0.361 Vel = 8.71 183 -15.95 3.342 0.0 8.450 31.139 to 120 0.0 0.0 0.0 180 222.24 0.0396 0.0 8.450 0.335 VeI = 8.13 180 -14.46 3.342 0.0 5.660 31.474 to 120 0.0 0.0 0.0 177 207.78 0.0350 0.0 5.660 0.198 Vel = 7.60 177 -13.60 3.342 0.0 7.870 31.672 to 120 0.0 0.0 0.0 174 194.18 0.0309 0.0 7.870 0.243 VeI = 7.10 174 -12.31 3.342 0.0 8.000 31.915 to 120 0.0 0.0 0.0 171 181.87 0.0274 0.0 8.000 0.219 Vel = 6.65 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard • •• .. • • •.' :.. •' : .• ••• .•. BLACKSTONE FIRE PROTECTION LLC : : : Page 16: : 3RD FL BRANCH CALC • Date 071.918 : • Hyd. Qa Dia. Fitting Pipe Pt Pt •: • . Ref. "C" or Ftng's Pe Pv : : :*i***: :Notes: **10.* Point Qt Pf/UL Eqv. Ln. Total Pf Pn ••• • •:• : : •• • • •:. ... • • •• • '• .•' •• :' • . 171 -11.48 3.342 0.0 10.000 32.134 •• •• •. to 120 0.0 0.0 0.0 •• 168 170.39 0.0243 0.0 10.000 0.243 Vel = 6.23 168 -10.66 3.342 0.0 7.660 32.377 to 120 0.0 0.0 0.0 165 159.73 0.0215 0.0 7.660 0.165 Vel = 5.84 165 -10.45 3.342 0.0 5.790 32.542 to 120 0.0 0.0 0.0 162 149.28 0.0190 0.0 5.790 0.110 Vel = 5.46 162 -10.25 3.342 0.0 6.540 32.652 to 120 0.0 0.0 0.0 159 139.03 0.0167 0.0 6.540 0.109 Vel = 5.08 159 -10.00 3.342 0.0 10.000 32.761 to 120 0.0 0.0 0.0 156 129.03 0.0145 0.0 10.000 0.145 Vel = 4.72 156 -10.18 3.342 0.0 12.000 32.906 to 120 0.0 0.0 0.0 153 118.85 0.0124 0.0 12.000 0.149 Vel = 4.35 153 -10.68 3.342 0.0 8.000 33.055 to 120 0.0 0.0 0.0 150 108.17 0.0105 0.0 8.000 0.084 Vel = 3.96 150 -11.43 3.342 0.0 8.450 33.139 to 120 0.0 0.0 0.0 147 96.74 0.0085 0.0 8.450 0.072 Vel = 3.54 147 -12.14 3.342 0.0 10.000 33.211 to 120 0.0 0.0 0.0 144 84.6 0.0067 0.0 10.000 0.067 Vel = 3.09 144 -13.47 3.342 0.0 6.540 33.278 to 120 0.0 0.0 0.0 213 71.13 0.0047 0.0 6.540 0.031 Vel = 2.60 213 -14.89 3.342 0.0 10.000 33.309 to 120 0.0 0.0 0.0 216 56.24 0.0031 0.0 10.000 0.031 Vel = 2.06 216 -14.59 3.342 0.0 10.000 33.340 to 120 0.0 0.0 0.0 219 41.65 0.0018 0.0 10.000 0.018 Vel = 1.52 219 -14.43 3.342 0.0 8.450 33.358 to 120 0.0 0.0 0.0 222 27.22 0.0008 0.0 8.450 0.007 Vel = 1.00 222 -13.62 3.342 0.0 7.250 33.365 to 120 0.0 0.0 0.0 136 13.6 0.0003 0.0 7.250 0.002 Vel = 0.50 136 0.0 1.515 1T 9.453 1.000 33.367 to 120 0.0 9.453 0.0 137 13.6 0.0106 0.0 10.453 0.111 Vel = 2.42 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard • .. •• • • •.• • • :'. .• • • • .. BLACKSTONE FIRE PROTECTION LLC : : : :•�Pgg• e 17:• :' 3RD FIS 8RAN`C9-I CALC • Date 071018 • • Hyd. Qa Dia. Fitting Pipe Pt Pt •: • . Ref. "C" or Ftng's Pe Pv : : *:*''***: :Notes';** *t Point Qt Pf/UL Eqv. Ln. Total Pf Pn ••• '•' .:. :• : : : •.. ... , • . �. : 137 0.0 1.515 2T 18.905 60.080 33.478 • .:. ••,• : :••. :�: to 120 0.0 18.905 0.0 138 13.6 0.0106 0.0 78.985 0.841 Vel = 2.42 138 0.0 1.515 1T 9.453 1.000 34.319 to 120 0.0 9.453 0.0 139 13.6 0.0106 0.0 10.453 0.111 VeI = 2.42 139 0.0 4.316 0.0 7.250 34.430 to 120 0.0 0.0 0.0 140 13.6 0.0 0.0 7.250 0.0 Vel = 0.30 140 13.62 4.316 0.0 8.450 34.430 to 120 0.0 0.0 0.0 141 27.22 0.0002 0.0 8.450 0.002 Vel = 0.60 141 14.43 4.316 0.0 10.000 34.432 to 120 0.0 0.0 0.0 142 41.65 0.0006 0.0 10.000 0.006 Vel = 0.91 142 14.59 4.316 0.0 10.000 34.438 to 120 0.0 0.0 0.0 143 56.24 0.0008 0.0 10.000 0.008 VeI = 1.23 143 14.89 4.316 1E 14.032 20.200 34.446 to 120 1T 28.063 42.095 0.0 130 71.13 0.0014 0.0 62.295 0.087 Vel = 1.56 0.0 71.13 34.533 K Factor = 12.10 100 21.62 1.515 0.0 6.040 14.908 K Factor = 5.60 to 120 0.0 0.0 0.0 101 21.62 0.0252 0.0 6.040 0.152 VeI = 3.85 101 21.73 1.515 0.0 6.000 15.060 K Factor = 5.60 to 120 0.0 0.0 0.0 102 43.35 0.0908 0.0 6.000 0.545 VeI = 7.72 102 22.13 1.515 0.0 6.000 15.605 K Factor = 5.60 to 120 0.0 0.0 0.0 103 65.48 0.1948 0.0 6.000 1.169 Vel = 11.65 103 22.93 1.515 1 E 4.726 21.580 16.774 K Factor= 5.60 to 120 0.0 4.726 0.0 104 88.41 0.3397 0.0 26.306 8.936 Vel = 15.73 104 0.0 1.515 1T 9.453 1.000 25.710 to 120 0.0 9.453 0.0 105 88.41 0.3397 0.0 10.453 3.551 Vel = 15.73 105 -85.00 3.342 0.0 2.450 29.261 to 120 0.0 0.0 0.0 106 3.41 0.0 0.0 2.450 0.0 Vel = 0.12 106 29.50 1.515 1T 9.453 1.000 29.261 to 120 0.0 9.453 0.0 107 32.91 0.0545 0.0 10.453 0.570 Vel = 5.86 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard • .. • • •.• :.• .• : ; •• •. BLACKSTONE FIRE PROTECTION LLC : Page 18: : • •• 3RD FL r3RAN'CH CALC • Date. 071918 : : Hyd. Qa Dia. Fitting Pipe Pt Pt •: ••. • Ref. "C" or Ftng's Pe Pv • :*:**•`**• :Notes•:***�:: Point Qt Pf/UL Eqv. Ln. Total Pf Pn ••• • .:. • •.•. •••S • • • : • •.• :•. 107 0.0 1.515 1E 4.726 16.410 29.831 . .:.• •.• . . • �• • • to 120 1T 9.453 14.179 0.0 208 32.91 0.0546 0.0 30.589 1.671 Vel = 5.86 208 -16.49 1.515 2E 9.453 47.160 31.502 to 120 0.0 9.453 0.0 108 16.42 0.0151 0.0 56.613 0.853 Vel = 2.92 108 0.0 1.515 1T 9.453 1.000 32.355 to 120 0.0 9.453 0.0 109 16.42 0.0151 0.0 10.453 0.158 Vel = 2.92 109 0.0 4.316 0.0 10.000 32.513 to 120 0.0 0.0 0.0 110 16.42 0.0 0.0 10.000 0.0 Vel = 0.36 110 16.49 4.316 0.0 7.500 32.513 to 120 0.0 0.0 0.0 111 32.91 0.0004 0.0 7.500 0.003 Vel = 0.72 111 36.36 4.316 2E 28.063 29.950 32.516 to 120 0.0 28.063 0.0 112 69.27 0.0013 0.0 58.013 0.076 Vel = 1.52 112 28.61 4.316 0.0 8.540 32.592 to 120 0.0 0.0 0.0 113 97.88 0.0026 0.0 8.540 0.022 Vel = 2.15 113 31.54 4.316 0.0 10.000 32.614 to 120 0.0 0.0 0.0 114 129.42 0.0042 0.0 10.000 0.042 Vel = 2.84 114 19.65 4.316 0.0 10.000 32.656 to 120 0.0 0.0 0.0 115 149.07 0.0054 0.0 10.000 0.054 Vel = 3.27 115 17.13 4.316 0.0 8.000 32.710 to 120 0.0 0.0 0.0 116 166.2 0.0068 0.0 8.000 0.054 Vel = 3.64 116 15.96 4.316 0.0 8.450 32.764 to 120 0.0 0.0 0.0 117 182.16 0.0078 0.0 8.450 0.066 Vel = 3.99 117 14.46 4.316 0.0 5.660 32.830 to 120 0.0 0.0 0.0 118 196.62 0.0092 0.0 5.660 0.052 Vel = 4.31 118 13.60 4.316 0.0 7.870 32.882 to 120 0.0 0.0 0.0 119 210.22 0.0103 0.0 7.870 0.081 Vel = 4.61 119 12.31 4.316 0.0 8.000 32.963 to 120 0.0 0.0 0.0 120 222.53 0.0115 0.0 8.000 0.092 Vel = 4.88 120 11.48 4.316 0.0 10.000 33.055 to 120 0.0 0.0 0.0 121 234.01 0.0125 0.0 10.000 0.125 Vel = 5.13 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard ••• :.• . . • • •. • • : •• •. BLACKSTONE FIRE PROTECTION LLC : Page 19: : ' • 3RD Ft.!BRANCH CALC • Date O7°1018 :•: Hyd. Qa Dia. Fitting Pipe Pt Pt •: ••• • . Ref. "C" or Ftng's Pe Pv : : •:••••t: :t'lotts•: **•'A`: • Point Qt Pf/UL Eqv. Ln. Total Pf Pn ••• • .:. ••• : •• •• • •.• •.. • • *-... • .•-_T--.- • . 121 10.66 4.316 0.0 7.660 33.180 : • . •••• .• to 120 0.0 0.0 0.0 •• 122 244.67 _ 0.0137 0.0 7.660 0.105 Vel = 5.37 122 10.45 4.316 0.0 5.790 33.285 to 120 0.0 0.0 0.0 123 255.12 0.0147 0.0 5.790 0.085 Vel = 5.59 123 10.25 4.316 0.0 6.540 33.370 to 120 0.0 0.0 0.0 124 265.37 0.0159 0.0 6.540 0.104 Vel = 5.82 124 10.00 4.316 0.0 10.000 33.474 to 120 0.0 0.0 0.0 125 275.37 0.0169 0.0 10.000 0.169 Vel = 6.04 125 10.18 4.316 0.0 12.000 33.643 to 120 0.0 0.0 0.0 126 285.55 0.0182 0.0 12.000 0.218 Vel = 6.26 126 10.68 4.316 0.0 8.000 33.861 to 120 0.0 0.0 0.0 127 296.23 0.0194 0.0 8.000 0.155 Vel = 6.50 127 11.43 4.316 0.0 8.450 34.016 to 120 0.0 0.0 0.0 128 307.66 0.0208 0.0 8.450 0.176 Vel = 6.75 128 12.14 4.316 0.0 10.000 34.192 to 120 0.0 0.0 0.0 129 319.8 0.0224 0.0 10.000 0.224 Vel = 7.01 129 13.47 4.316 0.0 4.830 34.416 to 120 0.0 0.0 0.0 130 333.27 0.0242 0.0 4.830 0.117 VeI = 7.31 130 71.13 4.316 3E 42.095 13.200 34.533 to 120 0.0 42.095 12.993 131 404.4 0.0345 0.0 55.295 1.910 Vel = 8.87 131 0.0 4.316 1E 14.032 31.000 49.436 to 120 0.0 14.032 0.0 132 404.4 0.0346 0.0 45.032 1.556 Vel = 8.87 132 0.0 4.316 8E 112.254 220.375 50.992 to 120 0.0 112.254 3.681 500 404.4 0.0345 0.0 332.629 11.491 Vel = 8.87 500 0.0 4.316 1E 14.032 8.500 66.164 to 120 1B 16.838 30.870 0.0 501 404.4 0.0345 0.0 39.370 1.360 VeI = 8.87 501 0.0 4.316 1T 28.063 1.667 67.524 to 120 0.0 28.063 0.0 502 404.4 0.0346 0.0 29.730 1.028 Vel = 8.87 502 0.0 4.316 1T 28.063 1.667 68.552 to 120 0.0 28.063 0.0 503 404.4 0.0345 0.0 29.730 1.027 Vel = 8.87 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard •. • • 4... ..• •• •••• •' •: : • .. BLACKSTONE FIRE PROTECTION LLC :•: : : Page 20: : • : • 3RD FL I RANCH CALC ' Drte• 07t918 Hyd. Qa Dia. Fitting Pipe Pt Pt •: ... • . Ref. "C" or Ftng's Pe Pv • :*:**** • :Notes•:***: •Point Qt Pf/UL Eqv. Ln. Total Pf Pn ••• • •�•• : • •.. •. ••• ••. • •• • ••. • _•-• • • 503 0.0 4.316 1T 28.063 1.667 69.579 ,• •• . •,• .. .: : . - to 120 0.0 28.063 0.650 504 404.4 0.0345 0.0 29.730 1.026 Vel = 8.87 504 0.0 6.16 1E 20.084 14.000 71.255 to 140 0.0 20.084 0.0 900 404.4 0.0046 0.0 34.084 0.157 Vel = 4.35 900 0.0 6.16 0.0 0.100 71.412 to 140 0.0 0.0 6.000 * Fixed loss = 6 901 404.4 0.0 0.0 0.100 0.0 Vel = 4.35 901 0.0 6.16 0.0 60.000 77.412 to 140 0.0 0.0 0.0 TEST 404.4 0.0046 0.0 60.000 0.276 Vel = 4.35 250.00 Qa = 250.00 654.40 77.688 K Factor = 74.24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 •. :.• .' •. . ••• •• •,• • •• • • •• •.• • . • • • • , , :I. ;'•, • . •.• .•. , • • • • ••. .••• ••• • •IP •• •.. ' • • II • ••• ',• . . :' . ..: - - - Fire Protection by Computer Design BLACKSTONE FIRE PROTECTION LLC '�, ; s,s, 612 NE SQUIRE RD kc/ 2 WASHOUGAL, WA 98671 , 360-216-1826 -EtOH pi``„LYy " O.Lrie9`• RENEWAL:DEC.351111 Job Name : 3RD FL GRID CALC Building : Location : 11123 SW 68TH PARKWAY System . Contract : Data File : 3RD FL GRID CALC.WX2 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 ' • •+ s • • .•• •• • i • BLACKSTONE FIRE PROTECTION LLCPie • 1 • • • 3RD FL GRID`CALC • Date: 071.918 Hydraulic Design Information Sheet • r • . •I. • • • Name - TIGARD EXTRA STORAGE UaC� • • • • • •• • •• ••• • •• • ••• Location - 11123 SW 68TH PARKWAY -•" • •.• ••• Building - System No. - Contractor - PERLO Contract No.";• ••. . • Calculated By - JUHNATHAN CRULL Drawing •No. 1 • . • : : :•r ; * Construction: (X) Combustible ( ) Non-Combustible Ceiling Heigl=t -• ;'; .•• •• ; . Occupancy - ORDINARY HAZARD GP II ••• • • . : : ;.• S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz .Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 993.229 System Type Sprinkler/Nozzle Density - .20 ( ) Wet Make VICTAULIC D Area Per Sprinkler - 100 ( ) Dry Model V2704 E Elevation at Highest Outlet - 40' ( ) Deluge Size 1/2 S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155 G Hose Allowance - Outside - N Note Calculation Flow Required - 245.53 Press Required - 52.395 Summary C-Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or. Reservoir: A Date of Test - 11-28-16 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 89 @ Press - R Residual Press - 73 Elev. - Well Flow - 4889 Proof Flow S Elevation - U P Location - AT SITE P L Source of Information - TUALATIN FIRE DEPT. Y C Commodity Class Location O Storage HL. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) •.••• ClLAtPSTOqi.nRE PROTECTION LLC Page 2 3RD FL GRID O LC •••• Date 071918 •.... • City Water"Ptip ply:'••••• Demand: ••• .. Cl•-•Sufic Pr •e- : 89 D1 - Elevation : 17.324 •••... C2.- Residualessure: 73 D2 - System Flow : 245.529 C2 •a'e*Sidual Fao : 4889 D2 - Sstem Pressure : 52.395 •• • • •' Hose (yAdj City) • • Hose Demand ) : 250 ""•• D3 - System Demand : 495.529 •1•••• 41 Safety Margin : 36.373 ••.:.. • .....• -..... ..... • • - 150 ? 140 — 130 p120 — R110 E 100 _ — Cl S 90 ° — S 80 Ce U 70 — R60 D2 E 50 a° 40 to 30 20 D1 . 10 �. ......... .... .... . . . . . . . . . . . . I . . . . . . . . 500 1000 1500 2000 2500 3000 3500 4000 4500 FLOW ( N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • i• • Fiftngs • .. QLA�•KSTONE FIRE PIIQTEGTION LLC Page 3 3RD FL GRIg.QALC • • Date 071918 • . rittngl_egend . •• :,•• Ablarev. Name . •••• 1/2 3/4 1 11/4 11/2 2 21 3 31/2 4 5 6 8 10 12 14 16 18 20 24 •... • • • • • B Generic Butterfly Valve 0 0 0 0 0 0 7 10 0 12 9 10 12 19 21 0 0 0 0 0 90'Slaridtm;Elbow2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 T 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD •BLACKSTONE FIRE PROTECTION LLC :.P '� :•• S. : •• • • •• act .4' : 3RD FL GRID C'ALC :•bate :07101B : : . • • • • . Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual •• • Recd •• . . . • • • • • • . . • . •.. . . • . . • • . . 315 40.0 5.6 12.96 na 20.16 0.2 "'10d .1.o • ••• 314 40.0 5.6 12.76 na 20.0 0.2 100 7.0 313 40.0 5.6 13.35 na 20.46 0.2 •.1,04•. • 7.0• •• •• 312 40.0 5.6 13.06 na 20.24 0.2 :100 : : •7O 222 40.0 20.8 na • • ••• ••• •• • • 223 40.0 20.84 na • ••• • • 224 40.0 21.12 na 219 40.0 20.8 na 220 40.0 20.84 na 221 40.0 21.12 na 216 40.0 20.79 na 217 40.0 20.83 na 218 40.0 21.12 na 213 40.0 20.78 na 214 40.0 20.82 na 215 40.0 21.12 na 208 40.0 20.18 na 209 40.0 20.26 na 133 40.0 19.96 na 227 40.0 19.99 na 207 40.0 20.24 na 134 40.0 19.95 na 226 40.0 19.98 na 201 40.0 20.25 na 135 40.0 19.95 na 225 40.0 17.81 na 306 40.0 5.6 13.97 na 20.93 0.2 100 7.0 307 40.0 13.2 na 308 40.0 5.6 12.93 na 20.14 0.2 100 7.0 309 40.0 5.6 12.91 na 20.12 0.2 100 7.0 310 40.0 12.99 na 311 40.0 5.6 13.43 na 20.52 0.2 100 7.0 197 40.0 18.83 na 189 40.0 19.97 na 190 40.0 17.64 na 300 40.0 5.6 14.51 na 21.33 0.2 100 7.0 301 40.0 13.65 na 302 40.0 5.6 13.33 na 20.45 0.2 100 7.0 303 40.0 5.6 13.29 na 20.42 0.2 100 7.0 304 40.0 13.36 na 305 40.0 5.6 13.76 na 20.77 0.2 100 7.0 191 40.0 18.91 na 186 40.0 20.08 na 187 40.0 20.11 na 188 40.0 20.32 na 183 40.0 20.17 na 184 40.0 20.19 na 185 40.0 20.36 na 180 40.0 20.25 na 181 40.0 20.26 na 182 40.0 20.41 na 177 40.0 20.3 na 178 40.0 20.31 na 179 40.0 20.44 na 174 40.0 20.36 na 175 40.0 20.37 na 176 40.0 20.49 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard • .• .. .• . . . • BLACKSTONE FIRE PROTECTION LLC : aa4e• L• : : • : : • 3RD FCGRID tALC :•Ja•e :37108 :e: Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual •. •• • Req. • • . • . . • • • • • • . • . . • • . .•• 11• . . 171 40.0 20.42 na ... . ... . ... 172 40.0 20.43 na 173 40.0 20.54 na .•• ••• • • •. •• 168 40.0 20.49 na • 169 40.0 20.5 na • . ... .•• •• • • . 170 40.0 20.6 na • ••• • • 165 40.0 20.53 na 166 40.0 20.55 na 167 40.0 20.65 na 162 40.0 20.57 na 163 40.0 20.58 na 164 40.0 20.69 na 159 40.0 20.6 na 160 40.0 20.61 na 161 40.0 20.73 na 156 40.0 20.65 na 157 40.0 20.66 na 158 40.0 20.8 na 153 40.0 20.69 na 154 40.0 20.71 na 155 40.0 20.89 na 150 40.0 20.72 na 151 40.0 20.75 na 152 40.0 20.96 na 147 40.0 20.75 na 148 40.0 20.77 na 149 40.0 21.02 na 144 40.0 20.77 na 145 40.0 20.8 na 146 40.0 21.11 na 106 40.0 19.96 na 105 40.0 19.96 na 136 40.0 20.8 na 137 40.0 20.84 na 138 40.0 21.12 na 139 40.0 21.16 na 140 40.0 21.16 na 141 40.0 21.16 na 142 40.0 21.16 na 143 40.0 21.16 na 107 40.0 20.01 na 108 40.0 20.26 na 109 40.0 20.28 na 110 40.0 20.28 na 111 40.0 20.28 na 112 40.0 20.28 na 113 40.0 20.29 na 114 40.0 20.3 na 115 40.0 20.34 na 116 40.0 20.38 na 117 40.0 20.42 na 118 40.0 20.46 na 119 40.0 20.5 na 120 40.0 20.55 na 121 40.0 20.61 na 122 40.0 20.66 na 123 40.0 20.7 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard • .. .. •• • • • . BLACKSTONE FIRE PROTECTION LLC : Pam :6• : : • : : • 3RD FL GRID'CALC :•bate :071Srl 3 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual •• ••• Recr •• . • . • • • • • • . . . •.• •• •. • . . . . . . ... . ... . ... 124 40.0 20.75 na 125 40.0 20.82 na 126 40.0 20.91 na ..• • • •• •• 127 40.0 20.98 na • 128 40.0 21.05 na . 129 40.0 21.15 na • ••• • . 130 40.0 21.19 na 131 10.0 34.94 na 132 10.0 35.56 na 500 1.5 43.81 na 501 1.5 44.35 na 502 1.5 44.76 na 503 1.5 45.17 na 504 0.0 46.22 na 900 0.0 46.29 na 901 0.0 52.29 na TEST 0.0 52.4 na 250.0 The maximum velocity is 12.53 and it occurs in the pipe between nodes 189 and 190 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams • •. •• •• • • • • BLACKSTONE FIRE PROTECTION LLC : 6'a :Z' : : • : : • 3RD FL bf lID t'ALC :'bate 0718'18 :e: Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *****: .'Notes ..**** •.• • • Point Qt Pf/UL Eqv. Ln. Total Pf Pn • • • • . . • . . • • •.• • ••• • •.. ••• ... . • •• •. 315 20.16 1.515 1T 9.453 1.450 12.957 K Factor =:5.9J • . .•• ••. .• • • to 120 0.0 9.453 0.0 • • 307 20.16 0.0220 0.0 10.903 0.240 Vel = •3.59• 0.0 20.16 13.197 K Factor = 5.55 314 20.00 1.515 1T 9.453 1.450 12.755 K Factor = 5.60 to 120 0.0 9.453 0.0 310 20.0 0.0217 0.0 10.903 0.237 Vel = 3.56 0.0 20.00 12.992 K Factor= 5.55 313 20.46 1.515 1T 9.453 3.950 13.347 K Factor = 5.60 to 120 0.0 9.453 0.0 301 20.46 0.0226 0.0 13.403 0.303 Vel = 3.64 0.0 20.46 13.650 K Factor = 5.54 312 20.24 1.515 1T 9.453 3.950 13.062 K Factor = 5.60 to 120 0.0 9.453 0.0 304 20.24 0.0222 0.0 13.403 0.297 Vel = 3.60 0.0 20.24 13.359 K Factor = 5.54 222 7.58 1.515 1T 9.453 1.000 20.798 to 120 0.0 9.453 0.0 223 7.58 0.0036 0.0 10.453 0.038 Vel = 1.35 223 0.0 1.515 2T 18.905 60.080 20.836 to 120 0.0 18.905 0.0 224 7.58 0.0036 0.0 78.985 0.285 Vel = 1.35 224 0.0 1.515 1T 9.453 1.000 21.121 to 120 0.0 9.453 0.0 140 7.58 0.0035 0.0 10.453 0.037 Vel = 1.35 0.0 7.58 21.158 K Factor = 1.65 219 8.03 1.515 1T 9.453 1.000 20.796 to 120 0.0 9.453 0.0 220 8.03 0.0040 0.0 10.453 0.042 Vel = 1.43 220 0.0 1.515 2E 9.453 60.080 20.838 to 120 0.0 9.453 0.0 221 8.03 0.0040 0.0 69.533 0.279 Vel = 1.43 221 0.0 1.515 1T 9.453 1.000 21.117 to 120 0.0 9.453 0.0 141 8.03 0.0040 0.0 10.453 0.042 Vel = 1.43 0.0 8.03 21.159 K Factor = 1.75 216 8.12 1.515 1T 9.453 1.000 20.790 to 120 0.0 9.453 0.0 217 8.12 0.0041 0.0 10.453 0.043 Vel = 1.45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard • •. •0 11. • •• •• . BLACKSTONE FIRE PROTECTION LLC : Parge :a• : : • : : • 3RD FL GF ID'CALC :bate :071018 : : • • • .• . . • • Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv .. Noted . .. Point Qt Pf/UL Eqv. Ln. Total Pf Pn • • • • ... • : • • . . • • ..• • ... . 4144 4100 000 • • .• 00 217 0.0 1.515 2E 9.453 60.080 20.833 • • • • • 000 0011 .. • • to 120 0.0 9.453 0.0 : •:. 11 218 8.12 0.0041 0.0 69.533 0.285 Vel = 1.45 218 0.0 1.515 1T 9.453 1.000 21.118 to 120 0.0 9.453 0.0 142 8.12 0.0041 0.0 10.453 0.043 Vel = 1.45 0.0 8.12 21.161 K Factor= 1.77 213 8.28 1.515 1T 9.453 1.000 20.779 to 120 0.0 9.453 0.0 214 8.28 0.0043 0.0 10.453 0.045 Vel = 1.47 214 0.0 1.515 2E 9.453 60.080 20.824 to 120 0.0 9.453 0.0 215 8.28 0.0042 0.0 69.533 0.295 Vel = 1.47 215 0.0 1.515 1T 9.453 1.000 21.119 to 120 0.0 9.453 0.0 143 8.28 0.0043 0.0 10.453 0.045 Vel = 1.47 0.0 8.28 21.164 K Factor = 1.80 208 4.72 1.515 2T 18.905 37.160 20.178 to 120 0.0 18.905 0.0 209 4.72 0.0015 0.0 56.065 0.084 Vel = 0.84 209 0.0 1.515 1T 9.453 1.000 20.262 to 120 0.0 9.453 0.0 110 4.72 0.0015 0.0 10.453 0.016 Vel = 0.84 0.0 4.72 20.278 K Factor= 1.05 133 7.40 1.515 1T 9.453 1.000 19.955 to 120 0.0 9.453 0.0 227 7.4 0.0035 0.0 10.453 0.037 Vel = 1.32 227 0.0 1.515 2T 18.905 53.580 19.992 to 120 0.0 18.905 0.0 207 7.4 0.0034 0.0 72.485 0.250 Vel = 1.32 207 0.0 1.515 1T 9.453 1.000 20.242 to 120 0.0 9.453 0.0 111 7.4 0.0034 0.0 10.453 0.036 Vet = 1.32 0.0 7.40 20.278 K Factor= 1.64 134 6.74 1.515 1T 9.453 1.000 19.954 to 120 0.0 9.453 0.0 226 6.74 0.0029 0.0 10.453 0.030 Vel = 1.20 226 0.0 1.515 1E 4.726 78.580 19.984 to 120 1T 9.453 14.179 0.0 201 6.74 0.0029 0.0 92.759 0.269 Vel = 1.20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard • .. .. .. • . . . BLACKSTONE FIRE PROTECTION LLC : rate 2• : : • : : • 3RD FL O ID'CALC i •'®ale :• 719•1$ i Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *****:: .•Note$: *;**** • Point Qt Pf/UL Eqv. Ln. Total Pf Pn •• •Soo •• • •.• :.. • ••• •I ... Igoe . • .. .. •201 0.0 1.515 1T 9.453 1.000 20.253 • • • . . ... ... .. . • to 120 0.0 9.453 0.0 •: .:. . . 112 6.74 0.0030 0.0 10.453 0.031 Vel = 1.20 0.0 674 20.284 K Factor= 1.50 135 -67.22 1.515 1T 9.453 1.000 19.948 to 120 0.0 9.453 0.0 225 -67.22 -0.2045 0.0 10.453 -2.138 Vel = 11.96 225 0.0 1.515 1T 9.453 9.330 17.810 to 120 0.0 9.453 0.0 306 -67.22 -0.2046 0.0 18.783 -3.843 Vel = 11.96 306 20.93 1.515 0.0 7.500 13.967 K Factor= 5.60 to 120 0.0 0.0 0.0 307 -46.29 -0.1027 0.0 7.500 -0.770 Vet = 8.24 307 20.16 1.515 0.0 7.500 13.197 to 120 0.0 0.0 0.0 308 -26.13 -0.0356 0.0 7.500 -0.267 Vel = 4.65 308 20.13 1.515 0.0 10.000 12.930 K Factor= 5.60 to 120 0.0 0.0 0.0 309 -6.0 -0.0024 0.0 10.000 -0.024 Vel = 1.07 309 20.12 1.515 0.0 7.500 12.906 K Factor = 5.60 to 120 0.0 0.0 0.0 310 14.12 0.0115 0.0 7.500 0.086 Vel = 2.51 310 20.00 1.515 0.0 7.500 12.992 to 120 0.0 0.0 0.0 311 34.12 0.0584 0.0 7.500 0.438 Vet = 6.07 311 20.52 1.515 1T 9.453 29.250 13.430 K Factor = 5.60 to 120 0.0 9.453 0.0 197 54.64 0.1395 0.0 38.703 5.398 Vel = 9.72 197 0.0 1.515 1T 9.453 1.000 18.828 to 120 0.0 9.453 0.0 113 54.64 0.1394 0.0 10.453 1.457 Vel = 9.72 0.0 54.64 20.285 K Factor = 12.13 189 -70.39 1.515 1T 9.453 1.000 19.968 to 120 0.0 9.453 0.0 190 -70.39 -0.2228 0.0 10.453 -2.329 Vel = 12.53 190 0.0 1.515 1E 4.726 9.330 17.639 to 120 0.0 4.726 0.0 300 -70.39 -0.2228 0.0 14.056 -3.132 Vel = 12.53 300 21.33 1.515 0.0 7.500 14.507 K Factor = 5.60 to 120 0.0 0.0 0.0 301 -49.06 -0.1143 0.0 7.500 -0.857 Vel = 8.73 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 a Final Calculations - Standard • • BLACKSTONE FIRE PROTECTION LLC .•0 •• 0• •• • • 3RD FL GRID .'ALC :•Gale b71918 • . . . . • e Hyd. Qa Dia. Fitting Pipe Pt Pt Ftng's ***** .Notes• *i ." Ref. 'C or Ftn s Pe Pv .. �• Point Qt Pf/UL Eqv. Ln. Total Pf Pn • • • • • • • ... • ... . 000 • . ... . . .. 00 301 20.46 1.515 0.0 7.500 13.650 • . to 120 0.0 0.0 0.0 • 302 -28.6 -0.0420 0.0 7.500 -0.315 Vel = 5.09 • 302 20.45 1.515 0.0 10.000 13.335 K Factor = 5.60 to 120 0.0 0.0 0.0 303 -8.15 -0.0042 0.0 10.000 -0.042 Vel = 1.45 303 20.42 1.515 0.0 7.500 13.293 K Factor = 5.60 to 120 0.0 0.0 0.0 304 12.27 0.0088 0.0 7.500 0.066 Vel = 2.18 304 20.24 1.515 0.0 7.500 13.359 to 120 0.0 0.0 0.0 305 32.51 0.0535 0.0 7.500 0.401 Vel = 5.79 305 20.77 1.515 1T 9.453 29.250 13.760 K Factor = 5.60 to 120 0.0 9.453 0.0 191 53.28 0.1331 0.0 38.703 5.151 Vel = 9.48 191 0.0 1.515 1T 9.453 1.000 18.911 to 120 0.0 9.453 0.0 114 53.28 0.1331 0.0 10.453 1.391 Vel = 9.48 0.0 53.28 20.302 K Factor= 11.82 186 5.82 1.515 1T 9.453 1.000 20.083 to 120 0.0 9.453 0.0 187 5.82 0.0022 0.0 10.453 0.023 Vel = 1.04 187 0.0 1.515 2T 18.905 78.580 20.106 to 120 0.0 18.905 0.0 188 5.82 0.0022 0.0 97.485 0.216 Vel = 1.04 188 0.0 1.515 1T 9.453 1.000 20.322 to 120 0.0 9.453 0.0 115 5.82 0.0022 0.0 10.453 0.023 Vel = 1.04 0.0 5.82 20.345 K Factor= 1.29 183 5.35 1.515 1T 9.453 1.000 20.167 to 120 0.0 9.453 0.0 184 5.35 0.0019 0.0 10.453 0.020 Vel = 0.95 184 0.0 1.515 1E 4.726 78.580 20.187 to 120 1T 9.453 14.179 0.0 185 5.35 0.0019 0.0 92.759 0.176 Vel = 0.95 185 0.0 1.515 1T 9.453 1.000 20.363 to 120 0.0 9.453 0.0 116 5.35 0.0018 0.0 10.453 0.019 Vel = 0.95 0.0 5.35 20.382 K Factor= 1.19 180 4.82 1.515 1T 9.453 1.000 20.248 to 120 0.0 9.453 0.0 181 4.82 0.0015 0.0 10.453 0.016 Vel = 0.86 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard • .. •. •• • • • . BLACKSTONE FIRE PROTECTION LLC : page :ji : : • : : • 3RD FL'GRID CALC :•b'ate :071V1.8 : : • • • • • • • Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ****:; ••Not41 ;**** • •Point Qt Pf/UL Eqv. Ln. Total Pf Pn :• :: • : :.: • J . . . •.• • ••• • . • ••• •.. • • •• •• 181 0.0 1.515 1E 4.726 78.580 20.264 : • • • • ••• •• • • to 120 1T 9.453 14.179 0.0 : .:.• . 182 4.82 0.0016 0.0 92.759 0.145 Vel = 0.86 182 0.0 1.515 1T 9.453 1.000 20.409 to 120 0.0 9.453 0.0 117 4.82 0.0015 0.0 10.453 0.016 Vel = 0.86 0.0 4.82 20.425 K Factor= 1.07 177 4.53 1.515 1T 9.453 1.000 20.297 to 120 0.0 9.453 0.0 178 4.53 0.0014 0.0 10.453 0.015 Vel = 0.81 178 0.0 1.515 1E 4.726 78.580 20.312 to 120 1T 9.453 14.179 0.0 179 4.53 0.0014 0.0 92.759 0.129 Vel = 0.81 179 0.0 1.515 1T 9.453 1.000 20.441 to 120 0.0 9.453 0.0 118 4.53 0.0013 0.0 10.453 0.014 Vel = 0.81 0.0 4.53 20.455 K Factor= 1.00 174 4.14 1.515 1T 9.453 1.000 20.360 to 120 0.0 9.453 0.0 175 4.14 0.0011 0.0 10.453 0.012 Vet = 0.74 175 0.0 1.515 2T 18.905 78.580 20.372 to 120 0.0 18.905 0.0 176 4.14 0.0012 0.0 97.485 0.115 Vel = 0.74 176 0.0 1.515 1T 9.453 1.000 20.487 to 120 0.0 9.453 0.0 119 4.14 0.0012 0.0 10.453 0.013 Vel = 0.74 0.0 4.14 20.500 K Factor= 0.91 171 3.96 1.515 1T 9.453 1.000 20.419 to 120 0.0 9.453 0.0 172 3.96 0.0011 0.0 10.453 0.011 Vel = 0.70 172 0.0 1.515 2T 18.905 78.580 20.430 to 120 0.0 18.905 0.0 173 3.96 0.0011 0.0 97.485 0.106 Vel = 0.70 173 0.0 1.515 1T 9.453 1.000 20.536 to 120 0.0 9.453 0.0 120 3.96 0.0011 0.0 10.453 0.011 Vel = 0.70 0.0 3.96 20.547 K Factor= 0.87 168 3.86 1.515 1T 9.453 1.000 20.487 to 120 0.0 9.453 0.0 169 3.86 0.0010 0.0 10.453 0.010 Vel = 0.69 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard • .. .. .. • • , • BLACKSTONE FIRE PROTECTION LLC : Pale' .1,2 : : • : : • 3RD FL 61 ID'CALC :'Oahe t71gn : : . • . • • 4 3 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *****:: .'dote$: *;*'** • Point Qt Pf/UL Eqv. Ln. Total Pf Pn :• •• • • • • • • • ..• • ... • •.• •.. •.. • • •• 19.11 • • 169 0.0 1.515 2T 18.905 78.580 20.497 ' • 9 to 120 0.0 18.905 0.0 •: .•• • . A • , , 170 3.86 0.0010 0.0 97.485 0.102 Vel = 0.69 170 0.0 1.515 1T 9.453 1.000 20.599 to 120 0.0 9.453 0.0 121 3.86 0.0010 0.0 10.453 0.010 Vel = 0.69 0.0 3.86 20.609 K Factor= 0.85 165 3.99 1.515 1T 9.453 1.000 20.534 to 120 0.0 9.453 0.0 166 3.99 0.0011 0.0 10.453 0.012 Vel = 0.71 166 0.0 1.515 1E 4.726 78.580 20.546 to 120 1T 9.453 14.179 0.0 167 3.99 0.0011 0.0 92.759 0.102 Vel = 0.71 167 0.0 1.515 1T 9.453 1.000 20.648 to 120 0.0 9.453 0.0 122 3.99 0.0011 0.0 10.453 0.011 Vel = 0.71 0.0 3.99 20.659 K Factor = 0.88 162 4.10 1.515 1T 9.453 1.000 20.567 to 120 0.0 9.453 0.0 163 4.1 0.0011 0.0 10.453 0.012 Vel = 0.73 163 0.0 1.515 1E 4.726 78.580 20.579 to 120 1T 9.453 14.179 0.0 164 4.1 0.0012 0.0 92.759 0.107 Vel = 0.73 164 0.0 1.515 1T 9.453 1.000 20.686 to 120 0.0 9.453 0.0 123 4.1 0.0012 0.0 10.453 0.013 Vel = 0.73 0.0 4.10 20.699 K Factor= 0.90 159 4.22 1.515 1T 9.453 1.000 20.600 to 120 0.0 9.453 0.0 160 4.22 0.0012 OM 10.453 0.013 Vel = 0.75 160 0.0 1.515 2T 18.905 78.580 20.613 to 120 0.0 18.905 0.0 161 4.22 0.0012 0.0 97.485 0.119 Vel = 0.75 161 0.0 1.515 1T 9.453 1.000 20.732 to 120 0.0 9.453 0.0 124 4.22 0.0012 0.0 10.453 0.013 Vel = 0.75 0.0 4.22 20.745 K Factor = 0.93 156 4.65 1.515 1T 9.453 1.000 20.646 to 120 0.0 9.453 0.0 157 4.65 0.0015 0.0 10.453 0.016 Vel = 0.83 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I Final Calculations - Standard • .. .• 0. • • 4 0 BLACKSTONE FIRE PROTECTION LLC • I?at,�e• :1•3 ; : • : : 3RD FL GRID CALC :•dale b71918 • • • • • . e Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *****;: •'Notes; *;**** • Point Qt Pf/UL Eqv. Ln. Total Pf Pn • • . • ... . 1 • • • 0 • • 41 ..• . 004 • 000 ..• 00. • • •• •. 157 0.0 1.515 2T 18.905 78.580 20.662 • • •• . • 400 4100 •• • • to 120 0.0 18.905 0.0 j •:• • 158 4.65 0.0015 0.0 97.485 0.142 Vel = 0.83 158 0.0 1.515 1T 9.453 1.000 20.804 to 120 0.0 9.453 0.0 125 4.65 0.0014 0.0 10.453 0.015 Vel = 0.83 0.0 4.65 20.819 K Factor= 1.02 153 5.27 1.515 1T 9.453 1.000 20.695 to 120 0.0 9.453 0.0 154 5.27 0.0018 0.0 10.453 0.019 Vel = 0.94 154 0.0 1.515 2T 18.905 78.580 20.714 to 120 0.0 18.905 0.0 155 5.27 0.0018 0.0 97.485 0.180 Vel = 0.94 155 0.0 1.515 1T 9.453 1.000 20.894 to 120 0.0 9.453 0.0 126 5.27 0.0018 0.0 10.453 0.019 Vel = 0.94 0.0 5.27 20.913 K Factor= 1.15 150 5.88 1.515 1T 9.453 1.000 20.722 to 120 0.0 9.453 0.0 151 5.88 0.0023 0.0 10.453 0.024 Vel = 1.05 151 0.0 1.515 1E 4.726 78.580 20.746 to 120 1T 9.453 14.179 0.0 152 5.88 0.0023 0.0 92.759 0.209 Vel = 1.05 152 0.0 1.515 1T 9.453 1.000 20.955 to 120 0.0 9.453 0.0 127 5.88 0.0023 0.0 10.453 0.024 Vel = 1.05 0.0 5.88 20.979 K Factor= 1.28 147 6.47 1.515 1T 9.453 1.000 20.746 to 120 0.0 9.453 0.0 148 6.47 0.0027 0.0 10.453 0.028 Vel = 1.15 148 0.0 1.515 1E 4.726 78.580 20.774 to 120 1T 9.453 14.179 0.0 149 6.47 0.0027 0.0 92.759 0.250 Vel = 1.15 149 0.0 1.515 1T 9.453 1.000 21.024 to 120 0.0 9.453 0.0 128 6.47 0.0027 0.0 10.453 0.028 Vel = 1.15 0.0 6.47 21.052 K Factor = 1.41 144 7.40 1.515 1T 9.453 1.000 20.769 to 120 0.0 9.453 0.0 145 7.4 0.0034 0.0 10.453 0.036 Vel = 1.32 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard • 00 00 •. • •0 •. 0 BLACKSTONE FIRE PROTECTION LLC : •Ra e' �F� ; ; • • •• • 3RD FL GI J�D YCALC : •a e •b713t ; •• • • • . • . • Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *****:: .'DJotes: *:*** 4141• Point Qt Pf/UL Eqv. Ln. Total Pf Pn • • • • • ••• • •• , • 4100 • . 4141. • -4141 000 00. • • 410 0• 145 0.0 1.515 2E 9.453 78.580 20.805 • • •• • 0 00. 0041 .. • 0 to 120 0.0 9.453 0.0 • 41.0 • • 146 7.4 0.0035 0.0 88.033 0.304 Vel = 1.32 146 0.0 1.515 1T 9.453 1.000 21.109 to 120 0.0 9.453 0.0 129 7.4 0.0034 0.0 10.453 0.036 Vel = 1.32 0.0 7.40 21.145 K Factor= 1.61 106 -9.42 3.342 0.0 2.450 19.956 to 120 0.0 0.0 0.0 105 -9.42 0.0 0.0 2.450 0.0 Vel = 0.34 105 0.0 3.342 0.0 5.000 19.956 to 120 0.0 0.0 0.0 133 -9.42 -0.0002 0.0 5.000 -0.001 Vel = 0.34 133 -7.41 3.342 0.0 5.000 19.955 to 120 0.0 0.0 0.0 134 -16.83 -0.0002 0.0 5.000 -0.001 Vel = 0.62 134 -6.74 3.342 0.0 8.540 19.954 to 120 0.0 0.0 0.0 135 -23.57 -0.0007 0.0 8.540 -0.006 Vel = 0.86 135 67.22 3.342 0.0 10.000 19.948 to 120 0.0 0.0 0.0 189 43.65 0.0020 0.0 10.000 0.020 Vel = 1.60 189 70.39 3.342 0.0 10.000 19.968 to 120 0.0 0.0 0.0 186 114.04 0.0115 0.0 10.000 0.115 Vet = 4.17 186 -5.82 3.342 0.0 8.000 20.083 to 120 0.0 0.0 0.0 183 108.22 0.0105 0.0 8.000 0.084 Vel = 3.96 183 -5.35 3.342 0.0 8.450 20.167 to 120 0.0 0.0 0.0 180 102.87 0.0096 0.0 8.450 0.081 Vel = 3.76 180 -4.81 3.342 0.0 5.660 20.248 to 120 0.0 0.0 0.0 177 98.06 0.0087 0.0 5.660 0.049 Vel = 3.59 177 -4.53 3.342 0.0 7.870 20.297 to 120 0.0 0.0 0.0 174 93.53 0.0080 0.0 7.870 0.063 Vel = 3.42 174 -4.14 3.342 0.0 8.000 20.360 to 120 0.0 0.0 0.0 171 89.39 0.0074 0.0 8.000 0.059 Vel = 3.27 171 -3.95 3.342 0.0 10.000 20.419 to 120 0.0 0.0 0.0 168 85.44 0.0068 0.0 10.000 0.068 Vel = 3.12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard S • . • ••• • •• •. •• • • • ••. BLACKSTONE FIRE PROTECTION LLC •• •• ••• • • • • 4:,• •Page 5; 3RD FL OFRI'D C'ALC • : : : Date 071918 •Hyd. Qa Dia. Fitting Pipe Pt Pt • • Ref. "C" or Ftng's Pe : I;v; •• •• *:**:.$ •: Yt� ****** ••• N s Point Qt Pf/UL Eqv. Ln. Total Pf •: Pn: .:. '•• • • ., •• 168 -3.87 3.342 0.0 7.660 20.487 : : ••: v.: :•. : to 120 0.0 0.0 0.0 • •••• • • •• 165 81.57 0.0061 0.0 7.660 0.047 Vel = 2.98 165 -3.99 3.342 0.0 5.790 20.534 to 120 0.0 0.0 0.0 162 77.58 0.0057 0.0 5.790 0.033 Vel = 2.84 162 -4.10 3.342 0.0 6.540 20.567 to 120 0.0 0.0 0.0 159 73.48 0.0050 0.0 6.540 0.033 Vel = 2.69 159 -4.22 3.342 0.0 10.000 20.600 to 120 0.0 0.0 0.0 156 69.26 0.0046 0.0 10.000 0.046 Vel = 2.53 156 -4.65 3.342 0.0 12.000 20.646 to 120 0.0 0.0 0.0 153 64.61 0.0041 0.0 12.000 0.049 Vel = 2.36 153 -5.28 3.342 0.0 8.000 20.695 to 120 0.0 0.0 0.0 150 59.33 0.0034 0.0 8.000 0.027 Vel = 2.17 150 -5.88 3.342 0.0 8.450 20.722 to 120 0.0 0.0 0.0 147 53.45 0.0028 0.0 8.450 0.024 Vel = 1.95 147 -6.47 3.342 0.0 10.000 20.746 to 120 0.0 0.0 0.0 144 46.98 0.0023 0.0 10.000 0.023 Vel = 1.72 144 -7.40 3.342 0.0 6.540 20.769 to 120 0.0 0.0 0.0 213 39.58 0.0015 0.0 6.540 0.010 Vel = 1.45 213 -8.28 3.342 0.0 10.000 20.779 to 120 0.0 0.0 0.0 216 31.3 0.0011 0.0 10.000 0.011 Vel = 1.14 216 -8.13 3.342 0.0 10.000 20.790 to 120 0.0 0.0 0.0 219 23.17 0.0006 0.0 10.000 0.006 Vel = 0.85 219 -8.03 3.342 0.0 8.450 20.796 to 120 0.0 0.0 0.0 222 15.14 0.0002 0.0 8.450 0.002 Vel = 0.55 222 -7.57 3.342 0.0 7.250 20.798 to 120 0.0 0.0 0.0 136 7.57 0.0001 0.0 7.250 0.001 Vel = 0.28 136 0.0 1.515 1T 9.453 1.000 20.799 to 120 0.0 9.453 0.0 137 7.57 0.0035 0.0 10.453 0.037 Vel = 1.35 137 0.0 1.515 2T 18.905 60.080 20.836 to 120 0.0 18.905 0.0 138 7.57 0.0036 0.0 78.985 0.285 Vel = 1.35 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard • . . . •. BLACKSTONE FIRE PROTECTION LLC • •• •• :•• 'alge ii 3 • RD FL GRTD • ••• :• : Date 091918 Hyd. Qa Dia. Fitting Pipe Pt Pt • • Ref. "C" or Ftng's Pe •• I v: . •• *:**:*t •• Notes• ***... • Point Qt Pf/UL Eqv. Ln. Total Pf : i;n: •: Final Calculations - Standard ••• .. .. • ••• •• •• ••. • • .•• BLACKSTONE FIRE PROTECTION LLC :Page :1 3RD FL Gre4D�GALC • : • • • 'Date V71918. . Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe .: 0\t •• ;*:**: • 'logs* ***** Point Qt Pf/UL Eqv. Ln. Total Pf : i'r( � : ••: •:• •.° • •... . • • •• .. 113 54.64 4.316 0.0 10.000 20.285 : : :•• :•• : to 120 0.0 0.0 0.0 : •••• •' • • . . .. 114 78.21 0.0017 0.0 10.000 0.017 Vel = 1.72 114 53.28 4.316 0.0 10.000 20.302 to 120 0.0 0.0 0.0 115 131.49 0.0043 0.0 10.000 0.043 Vel = 2.88 115 5.81 4.316 0.0 8.000 20.345 to 120 0.0 0.0 0.0 116 137.3 0.0046 0.0 8.000 0.037 Vel = 3.01 116 5.36 4.316 0.0 8.450 20.382 to 120 0.0 0.0 0.0 117 142.66 0.0051 0.0 8.450 0.043 Vel = 3.13 117 4.81 4.316 0.0 5.660 20.425 to 120 0.0 0.0 0.0 118 147.47 0.0053 0.0 5.660 0.030 Vel = 3.23 118 4.53 4.316 0.0 7.870 20.455 to 120 0.0 0.0 0.0 119 152.0 0.0057 0.0 7.870 0.045 Vel = 3.33 119 4.14 4.316 0.0 8.000 20.500 to 120 0.0 0.0 0.0 120 156.14 0.0059 0.0 8.000 0.047 Vel = 3.42 120 3.95 4.316 0.0 10.000 20.547 to 120 0.0 0.0 0.0 121 160.09 0.0062 0.0 10.000 0.062 Vel = 3.51 121 3.87 4.316 0.0 7.660 20.609 to 120 0.0 0.0 0.0 122 163.96 0.0065 0.0 7.660 0.050 Vel = 3.60 122 3.99 4.316 0.0 5.790 20.659 to 120 0.0 0.0 0.0 123 167.95 0.0069 0.0 5.790 0.040 Vel = 3.68 123 4.10 4.316 0.0 6.540 20.699 to 120 0.0 0.0 0.0 124 172.05 0.0070 0.0 6.540 0.046 Vel = 3.77 124 4.22 4.316 0.0 10.000 20.745 to 120 0.0 0.0 0.0 125 176.27 0.0074 0.0 10.000 0.074 Vel = 3.87 125 4.65 4.316 0.0 12.000 20.819 to 120 0.0 0.0 0.0 126 180.92 0.0078 0.0 12.000 0.094 Vel = 3.97 ------------------- 126 5.27 4.316 0.0 8.000 20.913 to 120 0.0 0.0 0.0 127 186.19 0.0082 0.0 8.000 0.066 Vel = 4.08 127 5.89 4.316 0.0 8.450 20.979 to 120 0.0 0.0 0.0 128 192.08 0.0086 0.0 8.450 0.073 Vel = 4.21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard . . . . .. BLACKSTONE FIRE PROTECTION LLC • . ••' •• • ' . 3RD FL OF',rD C�ALC ▪ • ••' •:' :Page ;1$ ▪ • : : : : •©ate 1771918 . S • Hyd. Qa Dia. Fitting Pipe Pt Pt . • • Ref. "C" or Ftng's Pe .: P.v` . •; :*:**: ': (Njot.das ****** Point Qt Pf/UL Eqv. Ln. Total Pf : FC : ": •:. •.• • .. • 128 6.47 4.316 0.0 10.000 21.052 :: r . • . . . to 120 0.0 0.0 0.0 • ••• • 129 198.55 0.0093 0.0 10.000 0.093 Vel = 4.35 129 7.40 4.316 0.0 4.830 21.145 to 120 0.0 0.0 0.0 130 205.95 0.0099 0.0 4.830 0.048 Vel = 4.52 130 39.58 4.316 3E 42.095 13.200 21.193 to 120 0.0 42.095 12.993 131 245.53 0.0137 0.0 55.295 0.759 Vel = 5.38 131 0.0 4.316 1E 14.032 31.000 34.945 to 120 0.0 14.032 0.0 132 245.53 0.0137 0.0 45.032 0.618 Vel = 5.38 132 0.0 4.316 8E 112.254 220.375 35.563 to 120 0.0 112.254 3.681 500 245.53 0.0137 0.0 332.629 4.566 Vel = 5.38 500 0.0 4.316 1E 14.032 8.500 43.810 to 120 1B 16.838 30.870 0.0 501 245.53 0.0137 0.0 39.370 0.540 Vel = 5.38 501 0.0 4.316 1T 28.063 1.667 44.350 to 120 0.0 28.063 0.0 502 245.53 0.0137 0.0 29.730 0.408 Vel = 5.38 502 0.0 4.316 1T 28.063 1.667 44.758 to 120 0.0 28.063 0.0 503 245.53 0.0137 0.0 29.730 0.408 Vel = 5.38 503 0.0 4.316 1T 28.063 1.667 45.166 to 120 0.0 28.063 0.650 504 245.53 0.0137 0.0 29.730 0.408 Vel = 5.38 504 0.0 6.16 1E 20.084 14.000 46.224 to 140 0.0 20.084 0.0 900 245.53 0.0018 0.0 34.084 0.062 Vel = 2.64 900 0.0 6.16 0.0 0.100 46.286 to 140 0.0 0.0 6.000 * Fixed loss = 6 901 245.53 0.0 0.0 0.100 0.0 Vel = 2.64 901 0.0 6.16 0.0 60.000 52.286 to 140 0.0 0.0 0.0 TEST 245.53 0.0018 0.0 60.000 0.109 Vel = 2.64 250.00 Qa = 250.00 495.53 52.395 K Factor= 68.46 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 AutoPeaking Summary • • . 410. BLACKSTONE FIRE PROTECTION LLC • • •• :' :.° Zige 19: 3RD FL U`RIb tALC : : : Date 071918 Auto Peaking Summary- List of Pipes for Area Calculated • • • • •• •. . • •• • . • : •.• • • • • • • • • • Left Right ..O 00 Side Side : • ••• :•: ". . : ... . . . . . .. From To Length From To Length 225 306 9.330 311 197 29.250 190 300 9.330 305 191 29.250 Flow Pressure Pressure Required Required Differential q q Left 10.000 I 494.133 52.390 -0.005 Area Calculated I 495.529 52.395 0.000 Typical Distance Between Heads = 10.000 Split Point Used in Worst Area Peaked = 315 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • • • • •• • • . •• • • • •• •• •• • • •• •• • • • • • • • • • •• • • • • • • • .:. • ••• • ••• • • • • • • • • • • • • •• • • • • • •• •••. . . . . . • ••• • • • • • • Fire Protection by Computer Design a fig BLACKSTONE FIRE PROTECTION LLC /CI` ti 612 NE SQUIRE RD ` .im WASHOUGAL, WA 98671 360-216-1826 •EG0N #11111 vs.2co, yD.EY51EP,, ELNEEfl DEc.31,2Q IS Job Name : 3RD FL DRY CALCS Building : Location : 11123 SW 68TH PARKWAY System Contract : Data File : 3RD-FL DRY CALCS.WX3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • :• .. BLACKSTONE FIRE PROTECTION LLC • • • • •• • . .. ;• ;•• love z : • 3RD FL�dFI'/dALCS : • • Date 6.71018 Hydraulic Design Information Sheet • • • . • •• • •: • • . •. •. • • : •• • Name - TIGARD EXTRA STORAGE • bad - ; •": • ••• Location - 11123 SW 68TH PARKWAY •:• '• ••• • "' Building - System No. - Contractor - PERLO Contract No. Calculated By - JOHNATHAN CRULL Drawing:eNcr -: • : : : : : : Construction: (X) Combustible ( ) Non-Combustible Ceiling:Hevght••- ••• :'. : : •Occupancy - ORDINARY HAZARD GP II : .:• '•' • • ' ' " S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1267.950 System Type Sprinkler/Nozzle Density - .20 ( ) Wet Make VICTAULIC D Area Per Sprinkler - 121 (X) Dry Model V2704 E Elevation at Highest Outlet - 40 ( ) Deluge Size 1/2 S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155 G Hose Allowance - Outside - N Note Calculation Flow Required - 251.02 Press Required - Summary C-Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 11-28-16 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 89 @ Press - R Residual Press - 73 Elev. - Well Flow - 4889 Proof Flow S Elevation - U P Location - AT SITE P L Source of Information - TUALATIN FIRE DEPT Y C Commodity Class Location O Storage H.L. Area Aisle W. M Storage Method: Solid Piled Palletized Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) BLACKSTONE FIRE PROTECTION LLC Page 2 3RD FL DRY CALCS Date 071018 •..• • .••EQity WatCr.iupply: Demand: Cl - Static Pressure : 89 D1 - Elevation : 17.324 • ` C21f $idualVres.ure: 73 D2 - System Flow : 251.019 ..... C2 C2 - gesidualflow : 4889 D2 - S stem Pressure : 70.279 Hose Adj City ) •• •• • Hose Demand ) : 250 •••'• D3 - System Demand : 501.019 • Safety Margin 18.484 • .. • • • • •... ...... . _ • • .•• •••• • ....1t0 ...... ..... • . ..... • • . • •••f1I0 130 P 120 ' R110 g E 100 Cl S 90 S 80 D2 Co U 70 R 60 E 50 40 30 20 D1 10 .._..I.... .... . . . . . . . . 500 1000 1500 2000 2500 3000 3500 4000 4500 FLOW ( NA1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary BLACKSTONE FIRE PROTECTION LLC Page 3 3RD FL DRY CALCS Date 071018 Legend •• LApAgi4iv. Nur • 1/2 3/4 1 11/4 11/2 2 2' 3 31/2 4 5 6 8 10 12 14 16 18 20 24 •••• • • • • • ...... ...... •s•••• Gengric Butterfly.VPtV' 0 0 0 0 0 0 7 10 0 12 9 10 12 19 21 0 0 0 0 0 •R••• 90'Stgndard Elbmro•••• 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 •T 90' Flogs~Pru Tee••••• 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 • s •• .. • ...... • • . . . ...• . • ...... •••• ...... • • . • • • • .... • ...... • ...... ...... • ..... • . • • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD . • • • •. • •. •. BLACKSTONE FIRE PROTECTION LLC • • ••• • OO• • • t • •• .P g e ;� 3RD FL'or-WCALCS • • Date 071018 •Node Elevation K-Fact Pt Pn Flow Densitx • Area • Press No. Actual Actual,: .•. •• • • •�• ..• Req. . • • ••: • • • a• ••.• . ••• • • 410 40.0 5.6 18.69 na 24.21 0.2 121 7.0 411 40.0 5.6 18.86 na 24.32 412 40.0 5.6 19.45 na 24.7 •.. •.p.121 7.0 2 • .„.2 •• 7.0 413 40.0 5.6 20.72 na 25.49 : •0.2;•• ;.; :,-r2- = 7.0 414 40.0 5.6 22.93 na 26.82 .0.2121 .• 7.0 415 40.0 33.0 na 416 40.0 37.26 na 400 40.0 5.6 18.67 na 24.2 0.2 121 7.0 401 40.0 5.6 18.84 na 24.31 0.2 121 7.0 402 40.0 5.6 19.43 na 24.69 0.2 121 7.0 403 40.0 5.6 20.7 na 25.48 0.2 121 7.0 404 40.0 5.6 22.91 na 26.81 0.2 121 7.0 405 40.0 32.97 na 406 40.0 37.22 na 407 40.0 37.38 na 408 10.0 53.27 na 409 10.0 53.94 na 600 4.375 60.91 na 601 1.5 62.45 na 503 1.5 63.04 na 504 0.0 64.12 na 900 0.0 64.18 na 901 0.0 70.18 na TEST 0.0 70.28 na 250.0 The maximum velocity is 18.13 and it occurs in the pipe between nodes 414 and 415 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams * . . • • •. • BLACKSTONf FIRE PROTECTION LLC "• 3RD FL'IJIW4iALCS • • •• : :•: `Bae 071018 Hyd. Qa Dia. Fitting Pipe Pt Pt • •• • •• • Ref. "C" or Ftng's Pe •: tv: ':" *:*****i Nates ****** Point Qt Pf/UL Eqv. Ln. Total Pf : Vin: • .:. '•' .•. .••. ••• ' '• ; • • • 410 24.21 1.682 0.0 8.830 18.694 • �'• k•l a�tQgr$ 3.60 to 120 0.0 0.0 0.0 • ••• • OO •' 411 24.21 0.0186 0.0 8.830 0.164 Vel = 3.50 411 24.32 1.682 0.0 8.830 18.858 K Factor= 5.60 to 120 0.0 0.0 0.0 412 48.53 0.0673 0.0 8.830 0.594 Vel = 7.01 412 24.70 1.682 0.0 8.830 19.452 K Factor= 5.60 to 120 0.0 0.0 0.0 413 73.23 0.1441 0.0 8.830 1.272 Vel = 10.57 413 25.49 1.682 0.0 8.830 20.724 K Factor= 5.60 to 120 0.0 0.0 0.0 414 98.72 0.2504 0.0 8.830 2.211 Vel = 14.25 414 26.82 1.682 1 E 4.95 20.830 22.935 K Factor = 5.60 to 120 0.0 4.950 0.0 415 125.54 0.3905 0.0 25.780 10.067 Vel = 18.13 415 0.0 1.682 1T 9.9 1.000 33.002 to 120 0.0 9.900 0.0 416 125.54 0.3906 0.0 10.900 4.257 Vel = 18.13 416 0.0 4.26 1T 26.334 2.500 37.259 to 120 0.0 26.334 0.0 407 125.54 0.0042 0.0 28.834 0.122 Vel = 2.83 0.0 125.54 37.381 K Factor= 20.53 400 24.20 1.682 0.0 8.830 18.675 K Factor= 5.60 to 120 0.0 0.0 0.0 401 24.2 0.0186 0.0 8.830 0.164 Vel = 3.49 401 24.31 1.682 0.0 8.830 18.839 K Factor = 5.60 to 120 0.0 0.0 0.0 402 48.51 0.0672 0.0 8.830 0.593 Vel = 7.00 402 24.68 1.682 0.0 8.830 19.432 K Factor= 5.60 to 120 0.0 0.0 0.0 403 73.19 0.1439 0.0 8.830 1.271 Vel = 10.57 403 25.48 1.682 0.0 8.830 20.703 K Factor = 5.60 to 120 0.0 0.0 0.0 404 98.67 0.2502 0.0 8.830 2.209 Vel = 14.25 404 26.81 1.682 1 E 4.95 20.830 22.912 K Factor= 5.60 to 120 0.0 4.950 0.0 405 125.48 0.3901 0.0 25.780 10.058 Vel = 18.12 405 0.0 1.682 1T 9.9 1.000 32.970 to 120 0.0 9.900 0.0 406 125.48 0.3901 0.0 10.900 4.252 Vel = 18.12 406 0.0 4.26 1T 26.334 11.160 37.222 to 120 0.0 26.334 0.0 407 125.48 0.0042 0.0 37.494 0.159 Vel = 2.82 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard . . . .. BLACKSTONE FIRE PROTECTION LLC ; : :.' 0 • Me 6 3RD FL b reALCS :': : I Date 01"018 • Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe P.v F.Y. • l'*;**, Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf : Fin ; •••: ... • • . .. :•• 407 125.54 4.26 3E 39.501 150.450 37.381 •• '•• : to 120 0.0 39.501 12.993 : • . ••• . • ' ' 408 251.02 0.0152 0.0 189.951 2.894 Vel = 5.65 408 0.0 4.26 1E 13.167 31.000 53.268 to 120 0.0 13.167 0.0 409 251.02 0.0152 0.0 44.167 0.673 VeI = 5.65 409 0.0 4.26 6E 79.002 218.750 53.941 to 120 0.0 79.002 2.436 600 251.02 0.0152 0.0 297.752 4.537 Vel = 5.65 600 0.0 4.26 1E 13.167 5.625 60.914 to 120 0.0 13.167 1.245 601 251.02 0.0152 0.0 18.792 0.286 Vel = 5.65 601 0.0 4.26 1B 15.8 23.500 62.445 to 120 0.0 15.800 0.0 503 251.02 0.0152 0.0 39.300 0.599 Vel = 5.65 503 0.0 4.26 1T 26.334 1.667 63.044 to 120 0.0 26.334 0.650 504 251.02 0.0152 0.0 28.001 0.426 Vel = 5.65 504 0.0 6.357 1E 23.412 14.000 64.120 to 140 0.0 23.412 0.0 900 251.02 0.0016 0.0 37.412 0.061 Vel = 2.54 900 0.0 6.357 0.0 0.100 64.181 to 140 0.0 0.0 6.000 * Fixed loss = 6 901 251.02 0.0100 0.0 0.100 0.001 Vel = 2.54 901 0.0 6.357 0.0 60.000 70.182 to 140 0.0 0.0 0.0 TEST 251.02 0.0016 0.0 60.000 0.097 Vel = 2.54 250.00 Qa= 250.00 501.02 70.279 K Factor= 59.76 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087