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T15?to( axf? S ea) 1/#65//'( RECEIVED MAY 5 2015 CITY OF TIGARD BUILDING DIVISION BLACKSTONE FIRE PROTECTION, LLC. 612 N. E. SQUIRE RD. WASHOUGAL, WA. 98671 PHONE (360) 216-1826 FAX (360) 838-0162 HYDRAULIC CALCULATIONS FOR BONAVENTURE - TIGARD 1 HYDRAULIC CALC. COVER SHEET.xls . Fire Protection by Computer Design BLACKSTONE FIRE PROTECTION LLC Washougal, WA 503-708-7437 Job Name : BONAVENTURE THIRD FL UNITS Building : THIRD FLOOR UNITS - A WING Location : 15000 SW HALL BLVE, TIGARD, OREGON 97224 System : Contract : Data File : THIRD FL. UNITS.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 BLACKSTONE FIRE PROTECTION LLC Page 1 BONAVENTURE THIRD FL UNITS Date 041515 HYDRAULIC DESIGN INFORMATION SHEET Name - BONAVENTURE Date - Location - 15000 SW HALL BLVE, TIGARD, OREGON 97224 N Building - THIRD FLOOR UNITS - A WING System No. - Contractor - BLACKSTONE FIRE PROTECTION, LLC Contract No. - Calculated By - RICH BENDA Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height "' OCCUPANCY - S Type of Calculation: (X)NFPA 13 Residential ( )NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( ) 1 ( ) 2 ( ) 4 ( ) S ( )Other T ( ) Specific Ruling Made by Date E M Listed Flow at Start Point - 14 Gpm System Type Listed Pres. at Start Point - 11.1 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 14 x 14 ( ) Deluge ( ) PreAction E Domestic Flow Added - Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make VICTAULIC Model V2738 I Elevation at Highest Outlet - 31' Feet Size 1/2" K-Factor 4.2 G Note: Temperature Rating 155 N Calculation Gpm Required 79.53 Psi Required 67.072 At Test Summary C-Factor Used: Overhead 150 Underground 140 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 7-2-14 Rated Cap. Cap. - T Time of Test - 8:00 AM @ Psi Elev. E Static (Psi) - 85 Elev. R Residual (Psi) - 73 Other Well Flow (Gpm) - 1530 Proof Flow Gpm S Elevation P Location: SW ROSS & SW 83RD AVE P L Source of Information: TIGARD WATER DEPARTMENT Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) BLACKSTONE FIRE PROTECTION LLC Page 2 BONAVENTURE THIRD FL UNITS Date 041515 City Water Suppl : Demand: Cl - Static Pressure : 85 D1 - Elevation : 13.426 C2- Residual Pressure: 73 D2 - System Flow : 79.529 C2 - Residual Flow : 1530 D2 - Sstem Pressure : 67.072 Hose System City) Hose Demand) : 100 D3 - System Demand : 179.529 Safety Margin : 17.700 150 . 140 130 P 120 R110 E 100 • S 90 4 C1 S 80 - C2 U 70 D2 R60it E 50 40 30 20 10 Dl 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( NA1.85 ) i i Computer Programs by Hydratec Inc.` Route 411 Windham N.H. USA 03087 Fittings Used Summary BLACKSTONE FIRE PROTECTION LLC Page 3 BONAVENTURE THIRD FL UNITS Date 041515 Fitting Legend Abbrev. Name 1 3/4 1 11/4 11/2 2 21/2 3 31 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 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 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 r ; Computer Programs by Hydratec Inc.` Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD BLACKSTONE FIRE PROTECTION LLC Page 4 BONAVENTURE THIRD FL UNITS Date 041515 Node Elevation K-Fact Pt Pn Flow Density Area Press No. _ Actual Actual Reg_ 110 31.0 4.2 22.61 na 19.97 0.1 196 11.1 "111 31.0 24.72 na 109 31.0 4.2 23.14 na 20.2 0.1 196 11.1 108 31.0 4.2 22.12 na 19.75 0.1 196 11.1 . 100 31.0 4.2 21.78 na 19.6 0.1 196 11.1 101 31.0 24.74 na 102 31.0 24.79 na 103 31.0 24.88 na 104 31.0 42.97 na 105 10.0 52.11 na 120 10.0 52.58 na 1001 0.0 56.95 na 1002 0.0 56.96 na 1003 0.0 56.96 na 1004 0.0 57.06 na 1005 0.0 67.06 na TEST 0.0 67.07 na 100.0 The maximum velocity is 8.1 and it occurs in the pipe between nodes 103 and 104 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams BLACKSTONE FIRE PROTECTION LLC Page 5 BONAVENTURE THIRD FL UNITS Date 041515 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes """" Point Qt Pf/UL Eqv. Ln. Total Pf Pn 110 19.97 1.101 2E 7.65 13.830 22.609 K Factor= 4.20 to 150 1T 9.563 17.213 0.0 111 19.97 0.0678 0.0 31.043 2.106 Vel = 6.73 111 0.0 2.003 0.0 7.120 24.715 to 150 0.0 0.0 0.0 101 19.97 0.0037 0.0 7.120 0.026 Vel = 2.03 0.0 19.97 24.741 K Factor= 4.01 109 20.20 1.101 1 E 3.825 10.330 23.143 K Factor= 4.20 to 150 1T 9.563 13.388 0.0 102 20.2 0.0693 0.0 23.718 1.644 Vel = 6.81 0.0 20.20 24.787 K Factor= 4.06 108 19.75 1.101 2E 7.65 24.250 22.121 K Factor= 4.20 to 150 1T 9.563 17.213 0.0 103 19.75 0.0665 0.0 41.463 2.757 Vel = 6.66 0.0 19.75 24.878 K Factor= 3.96 100 19.60 1.101 2E 7.65 28.000 21.778 K Factor= 4.20 to 150 1T 9.563 17.213 0.0 _ 101 19.6 0.0655 0.0 45.213 2.963 Vel = 6.60 101 19.97 2.003 0.0 3.540 24.741 to 150 0.0 0.0 0.0 102 39.57 0.0130 0.0 3.540 0.046 Vel = 4.03 102 20.21 2.003 0.0 3.250 24.787 to 150 0.0 0.0 0.0 103 59.78 0.0280 0.0 3.250 0.091 Vel = 6.09 103 19.75 2.003 4E 25.929 355.370 24.878 to 150 0.0 25.929 0.0 104 79.53 0.0474 0.0 381.299 18.090 Vel = 8.10 104 0.0 4.316 1E 21.203 21.000 42.968 to 150 0.0 21.203 9.095 105 79.53 0.0011 0.0 42.203 0.047 Vel = 1.74 105 0.0 4.316 5E 70.159 174.250 52.110 to 120 1T 28.063 98.222 0.0 120 79.53 0.0017 0.0 272.472 0.465 Vel = 1.74 * 120 0.0 4.316 1B 16.838 10.000 52.575 to 120 0.0 16.838 4.331 1001 79.53 0.0017 0.0 26.838 0.046 Vel = 1.74 1001 0.0 6.357 1T 37.72 2.000 56.952 to 120 0.0 37.720 0.0 1002 79.53 0.0003 0.0 39.720 0.010 Vel = 0.80 1002 0.0 6.357 0.0 5.000 56.962 to 120 0.0 0.0 0.0 1003 79.53 0.0002 0.0 5.000 0.001 Vel = 0.80 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 BLACKSTONE FIRE PROTECTION LLC Page 1 BONAVENTURE THIRD FLOOR CORRIDOR Date 041515 Hydraulic Design Information Sheet Name - BONAVENTURE Date - Location - 15000 SW HALL BLVD, TIGARD, OREGON Building - THIRD FLOOR CORRIDOR - A WING System No. - Contractor - BLACKSTONE FIRE PROTECTION, LLC Contract No. - Calculated By - RICH BENDA Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - Occupancy - S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 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 - 7-HEADS System Type Sprinkler/Nozzle Density - .10 (X) Wet Make VICTAULIC D Area Per Sprinkler - 130 ( ) Dry Model V2708 E Elevation at Highest Outlet - 31 ( ) 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 - 100 N Note Calculation Flow Required - 107.66 Press Required - 59.552 Summary C-Factor Used: 150 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: - A Date of Test - 7-2-14 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 85 @ Press - R Residual Press - 73 Elev. - Well Flow - 1530 Proof Flow S Elevation - 0 U P Location - SW ROSS & SW 83RD AVE P L Source of Information - TIGARD WATER DEPT Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized o 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 Fittings Used Summary BLACKSTONE FIRE PROTECTION LLC Page 3 BONAVENTURE THIRD FLOOR CORRIDOR Date 041515 Fitting Legend Abbrev. Name 1/2 3/4 1 1'/4 11 2 21/2 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 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 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 Water Supply Curve (C) BLACKSTONE FIRE PROTECTION LLC Page 2 BONAVENTURE THIRD FLOOR CORRIDOR Date 041515 City Water Supply: Demand: Cl - Static Pressure : 85 D1 - Elevation : 13.426 C2 - Residual Pressure: 73 D2 - System Flow : 107.656 C2 - Residual Flow : 1530 D2 - Sstem Pressure : 59.552 Hose System City ) Hose Demand) : 100 D3 - System Demand : 207.656 Safety Margin : 25.150 150 : 140 130 P 120 A110 E 100 S 90 o Cl S 80 L C2 U70 D2 R60 !o E 5003 40 30 F 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85 ) • Computer Programs by Hydratec Inc' Route 111 Windham N.H. USA 03087 Final Calculations - Standard BLACKSTONE FIRE PROTECTION LLC Page 6 BONAVENTURE THIRD FL UNITS Date 041515 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 1003 0.0 6.16 3E 60.252 325.000 56.963 to 140 3F 30.126 90.378 0.0 1004 79.53 0.0002 0.0 415.378 0.095 Vel = 0.86 1004 0.0 6.16 0.0 0.250 57.058 to 140 0.0 0.0 10.000 * Fixed loss = 10 1005 79.53 0.0 0.0 0.250 0.0 Vel = 0.86 1005 0.0 6.16 1T 43.037 20.000 67.058 to 140 0.0 43.037 0.0 TEST 79.53 0.0002 0.0 63.037 0.014 Vel = 0.86 100.00 Qa= 100.00 179.53 67.072 K Factor= 21.92 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fire Protection by Computer Design BLACKSTONE FIRE PROTECTION LLC Washougal, WA 503-708-7437 Job Name : BONAVENTURE THIRD FLOOR CORRIDOR Building : THIRD FLOOR CORRIDOR - A WING Location : 15000 SW HALL BLVD, TIGARD, OREGON System : Contract Data File : THIRD FL CORRIDOR.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD BLACKSTONE FIRE PROTECTION LLC Page 4 BONAVENTURE THIRD FLOOR CORRIDOR Date 041515 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. D101 31.0 5.6 7.0 na 14.82 0.1 130 7.0 214 31.0 K=K @ EQ01 7.2 na 14.83 213 31.0 K=K@EQ01 7.29 na 14.92 212 31.0 K=K @ EQ01 7.46 na 15.09 -211 31.0 K=K @ EQ01 7.85 na 15.49 210 31.0 K=K @ EQ01 8.26 na 15.88 209 31.0 K=K @ EQ01 9.06 na 16.63 200 31.0 K=K @ EQ01 7.19 na 14.82 201 31.0 7.63 na 202 31.0 7.65 na 203 31.0 7.74 na 204 31.0 7.92 na 205 31.0 8.34 na 206 31.0 8.77 na 207 31.0 9.62 na 220 21.0 39.25 na 104 31.0 34.94 na 105 10.0 44.12 na 120 10.0 44.93 na 1001 2.0 48.48 na 1002 1.0 48.93 na 1003 0.0 49.36 na 1004 0.0 49.53 na 1005 0.0 59.53 na TEST 0.0 59.55 na 100.0 The maximum velocity is 10.96 and it occurs in the pipe between nodes 207 and 220 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams BLACKSTONE FIRE PROTECTION LLC Page 5 BONAVENTURE THIRD FLOOR CORRIDOR Date 041515 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn D101 14.82 1.101 1E 3.825 1.000 7.000 K Factor= 5.60 - to 150 0.0 3.825 0.0 EQ01 14.82 0.0390 0.0 4.825 0.188 Vel = 4.99 0.0 14.82 7.188 K Factor = 5.53 214 14.83 1.101 1T 9.563 1.870 7.203 K Factor @ node EQ01 to 150 0.0 9.563 0.0 202 14.83 0.0391 0.0 11.433 0.447 Vel = 5.00 0.0 14.83 7.650 K Factor= 5.36 213 14.92 1.101 1T 9.563 1.870 7.290 K Factor @ node EQ01 to 150 0.0 9.563 0.0 2.03 14.92 0.0395 0.0 11.433 0.452 Vel = 5.03 0.0 14.92 7.742 K Factor= 5.36 212 15.09 1.101 1T 9.563 1.910 7.457 K Factor @ node EQ01 to 150 0.0 9.563 0.0 204 15.09 0.0404 0.0 11.473 0.464 Vel = 5.09 0.0 15.09 7.921 K Factor = 5.36 - 211 15.49 1.101 1T 9.563 1.910 7.853 K Factor @ node EQ01 to 150 0.0 9.563 0.0 205 15.49 0.0424 0.0 11.473 0.486 Vel = 5.22 0.0 15.49 8.339 K Factor = 5.36 210 15.88 1.101 1T 9.563 1.950 8.255 K Factor @ node EQ01 to 150 0.0 9.563 0.0 206 15.88 0.0444 0.0 11.513 0.511 Vel = 5.35 0.0 15.88 8.766 K Factor= 5.36 209 16.64 1.101 1T 9.563 1.950 9.062 K Factor @ node EQ01 to 150 0.0 9.563 0.0 207 16.64 0.0484 0.0 11.513 0.557 Vel = 5.61 0.0 16.64 9.619 K Factor = 5.37 200 14.82 1.101 1T 9.563 1.830 7.188 K Factor @ node EQ01 to 150 0.0 9.563 0.0 201 14.82 0.0391 0.0 11.393 0.445 Vel = 4.99 - 201 0.0 2.003 0.0 8.000 7.633 to 150 0.0 0.0 0.0 202 14.82 0.0021 0.0 8.000 0.017 Vel = 1.51 202 14.83 2.003 0.0 12.000 7.650 to 150 0.0 0.0 0.0 203 29.65 0.0077 0.0 12.000 0.092 Vel = 3.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard BLACKSTONE FIRE PROTECTION LLC Page 6 BONAVENTURE THIRD FLOOR CORRIDOR Date 041515 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 203 14.92 2.003 0.0 11.000 7.742 to 150 0.0 0.0 0.0 204 44.57 0.0163 0.0 11.000 0.179 Vel = 4.54 204 15.09 2.003 0.0 15.000 7.921 to 150 0.0 0.0 0.0 205 59.66 0.0279 0.0 15.000 0.418 Vel = 6.07 205 15.48 2.003 0.0 10.000 8.339 to 150 0.0 0.0 0.0 206 75.14 0.0427 0.0 10.000 0.427 Vel = 7.65 206 15.88 2.003 0.0 14.000 8.766 to 150 0.0 0.0 0.0 207 91.02 0.0609 0.0 14.000 0.853 Vel = 9.27 207 16.64 2.003 4E 25.929 278.580 9.619 to 150 0.0 25.929 4.331 220 107.66 0.0831 0.0 304.509 25.296 Vel = 10.96 220 0.0 4.316 0.0 12.000 39.246 to 150 0.0 0.0 -4.331 104 107.66 0.0020 0.0 12.000 0.024 Vel = 2.36 104 0.0 4.316 1E 21.203 21.000 34.939 to 150 0.0 21.203 9.095 - 105 107.66 0.0020 0.0 42.203 0.083 Vel = 2.36 105 0.0 4.316 5E 70.159 174.250 44.117 to 120 1T 28.063 98.222 0.0 120 107.66 0.0030 0.0 272.472 0.814 Vel = 2.36 120 0.0 4.316 1B 16.838 10.000 44.931 to 120 0.0 16.838 3.465 1001 107.66 0.0030 0.0 26.838 0.080 Vel = 2.36 1001 0.0 6.357 1T 37.72 2.000 48.476 to 120 0.0 37.720 0.433 1002 107.66 0.0005 0.0 39.720 0.018 Vel = 1.09 1002 0.0 6.357 0.0 5.000 48.927 to 120 0.0 0.0 0.433 1003 107.66 0.0004 0.0 5.000 0.002 Vel = 1.09 1003 0.0 6.16 3E 60.252 325.000 49.362 to 140 3F 30.126 90.378 0.0 1004 107.66 0.0004 0.0 415.378 0.165 Vel = 1.16 - 1004 0.0 6.16 0.0 0.250 49.527 to 140 0.0 0.0 10.000 * Fixed loss = 10 1005 107.66 0.0 0.0 0.250 0.0 Vel = 1.16 1005 0.0 6.16 1T 43.037 20.000 59.527 to 140 0.0 43.037 0.0 TEST 107.66 0.0004 0.0 63.037 0.025 Vel = 1.16 100.00 Qa = 100.00 207.66 59.552 K Factor= 26.91 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard BLACKSTONE FIRE PROTECTION LLC Page 7 BONAVENTURE THIRD FLOOR CORRIDOR Date 041515 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fire Protection by Computer Design BLACKSTONE FIRE PROTECTION LLC Washougal, WA 503-708-7437 Job Name : BONAVENTURE SECOND FLOOR COMMON AREA Building : SECOND FLOOR COMMON AREA - B WING Location : 15000 SW HALL BLVD, TIGARD, OREGON System : Contract : Data File : SECOND FLOOR COMMON AREA.wx3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 BLACKSTONE FIRE PROTECTION LLC Page 1 BONAVENTURE SECOND FLOOR COMMON AREA Date 041515 Hydraulic Design Information Sheet Name - BONAVENTURE Date - Location - 15000 SW HALL BLVD, TIGARD, OREGON _ Building - SECOND FLOOR COMMON AREA - B WING System No. - Contractor - BLACKSTONE FIRE PROTECTION, LLC Contract No. - Calculated By - RICH BENDA Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - "Occupancy - S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 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 - 7-HEADS System Type Sprinkler/Nozzle Density - .10 (X) Wet Make VICTAULIC D Area Per Sprinkler - 130 ( ) Dry Model V2708 E Elevation at Highest Outlet - 31 ( ) 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 - 100 N Note Calculation Flow Required - 202.08 Press Required - 70.044 Summary C-Factor Used: 150 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: - A Date of Test - 7-2-14 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 85 @ Press - R Residual Press - 73 Elev. - Well Flow - 1530 Proof Flow S Elevation - 0 U P Location - SW ROSS & SW 83RD AVE P L Source of Information - TIGARD WATER DEPT Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled o Palletized o Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse 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 BONAVENTURE SECOND FLOOR COMMON AREA Date 041515 City Water Supply: Demand: Cl - Static Pressure : 85 D1 - Elevation : 9.095 C2 - Residual Pressure: 73 D2 - System Flow : 202.084 C2 - Residual Flow : 1530 D2 - Sstem Pressure : 70.044 Hose System City ) Hose Demand) : 100 D3 - System Demand : 302.084 Safety Margin : 14.360 150 140 130 p 120 R110 E 100 S 90 Cl c- - s 80 - D2 C2 U70 . ® o R60 E 50 40 30 • 20 10 0 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85 ) Computer Programs by Hydratec Inc. Route'111 Windham N.H. USA 03087 Fittings Used Summary BLACKSTONE FIRE PROTECTION LLC Page 3 BONAVENTURE SECOND FLOOR COMMON AREA Date 041515 Fitting Legend Abbrev. Name 1/2 3/4 1 11/4 1' 2 21/2 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 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 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 Page 4 BONAVENTURE SECOND FLOOR COMMON AREA Date 041515 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. _ D201 31.0 5.6 7.0 na 14.82 0.1 130 7.0 D202 31.0 5.6 7.0 na 14.82 0.1 130 7.0 322 21.0 K=K @ EQ02 8.87 na 16.46 321 21.0 K=K @ EQ02 9.47 na 17.01 - 320 21.0 K=K @ EQ02 9.39 na 16.94 319 21.0 K=K @ EQ02 10.04 na 17.51 318 21.0 K= K @ EQ02 7.19 na 14.82 315 21.0 K= K @ EQ02 8.76 na 16.36 316 31.0 5.09 na 317 31.0 5.76 na 312 21.0 K= K @ EQ02 9.72 na 17.23 313 31.0 5.62 na 314 31.0 6.34 na 309 21.0 K=K @ EQ02 11.66 na 18.87 310 21.0 K=K @ EQ01 12.05 na 18.89 311 21.0 12.92 na 300 21.0 K= K @ EQ02 7.59 na 15.22 301 21.0 7.75 na 302 21.0 K=K @ EQ01 8.39 na 15.76 303 21.0 K= K @ EQ01 9.79 na 17.03 304 21.0 11.85 na 305 21.0 12.17 na 306 21.0 12.89 na 307 21.0 14.16 na 104 21.0 47.18 na 105 10.0 52.17 na - 120 10.0 54.78 na 1001 0.0 59.37 na 1002 0.0 59.43 na _ 1003 0.0 59.43 na 1004 0.0 59.96 na 1005 0.0 69.96 na TEST 0.0 70.04 na 100.0 The maximum velocityis 20.58 and it occurs in the pipebetween nodes307 p p and 104 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams BLACKSTONE FIRE PROTECTION LLC Page 5 BONAVENTURE SECOND FLOOR COMMON AREA Date 041515 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn D201 14.82 1.101 1T 9.563 1.000 7.000 K Factor= 5.60 - to 150 0.0 9.563 0.0 EQ01 14.82 0.0391 0.0 10.563 0.413 Vel = 4.99 0.0 14.82 7.413 K Factor = 5.44 D202 14.82 1.101 1E 3.825 1.000 7.000 K Factor= 5.60 to 150 0.0 3.825 0.0 EQ02 14.82 0.0390 0.0 4.825 0.188 Vel = 4.99 0.0 14.82 7.188 K Factor = 5.53 322 16.46 1.101 1T 9.563 2.000 8.872 K Factor @ node EQ02 to 150 0.0 9.563 -4.331 316 16.46 0.0475 0.0 11.563 0.549 Vel = 5.55 0.0 16.46 5.090 K Factor = 7.30 321 17.01 1.101 1T 9.563 2.830 9.470 K Factor @ node EQ02 to 150 0.0 9.563 -4.331 317 17.01 0.0504 0.0 12.393 0.625 Vel = 5.73 0.0 17.01 5.764 K Factor = 7.09 - 320 16.94 1.101 1T 9.563 1.500 9.394 K Factor @ node EQ02 to 150 0.0 9.563 -4.331 313 16.94 0.0500 0.0 11.063 0.553 Vel = 5.71 0.0 16.94 5.616 K Factor = 7.15 319 17.51 1.101 1T 9.563 2.330 10.040 K Factor @ node EQ02 to 150 0.0 9.563 -4.331 314 17.51 0.0532 0.0 11.893 0.633 Vel = 5.90 0.0 17.51 6.342 K Factor= 6.95 318 14.82 1.101 1T 9.563 4.830 7.188 K Factor @ node EQ02 to 150 0.0 9.563 0.0 301 14.82 0.0391 0.0 14.393 0.563 Vel = 4.99 0.0 14.82 7.751 K Factor= 5.32 . 315 16.36 1.101 0.0 14.000 8.764 K Factor @ node EQ02 to 150 0.0 0.0 -4.331 316 16.36 0.0469 0.0 14.000 0.657 Vel = 5.51 - 316 16.46 1.394 0.0 12.500 5.090 to 150 0.0 0.0 0.0 317 32.82 0.0539 0.0 12.500 0.674 Vel = 6.90 317 17.01 1.394 1T 9.523 8.250 5.764 to 150 0.0 9.523 4.331 305 49.83 0.1167 0.0 17.773 2.074 Vel = 10.48 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard BLACKSTONE FIRE PROTECTION LLC Page 6 BONAVENTURE SECOND FLOOR COMMON AREA Date 041515 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 0.0 49.83 12.169 K Factor= 14.28 312 17.23 1.394 0.0 14.000 9.718 K Factor @ node EQ02 to 150 0.0 0.0 -4.331 313 17.23 0.0164 0.0 14.000 0.229 Vel = 3.62 313 16.93 1.394 0.0 12.500 5.616 to 150 0.0 0.0 0.0 314 34.16 0.0581 0.0 12.500 0.726 Vel = 7.18 314 17.51 1.394 1T 9.523 8.250 6.342 to 150 0.0 9.523 4.331 306 51.67 0.1249 0.0 17.773 2219 Vel = 10.86 0.0 51.67 12.892 K Factor= 14.39 309 18.87 1.394 1E 4.762 15.500 11.656 K Factor @ node EQ02 to 150 0.0 4.762 0.0 310 18.87 0.0194 0.0 20.262 0.393 Vel = 3.97 310 18.89 1.394 0.0 12.500 12.049 K Factor @ node EQ01 _ to 150 0.0 0.0 0.0 311 37.76 0.0698 0.0 12.500 0.873 Vel = 7.94 311 0.0 1.394 1T 9.523 8.250 12.922 - to 150 0.0 9.523 0.0 307 37.76 0.0699 0.0 17.773 1.242 Vel = 7.94 0.0 37.76 14.164 K Factor= 10.03 300 15.22 1.394 1T 9.523 3.160 7.586 K Factor @ node EQ02 to 150 0.0 9.523 0.0 301 15.22 0.0130 0.0 12.683 0.165 Vel = 3.20 301 14.82 1.394 0.0 14.000 7.751 to 150 0.0 0.0 0.0 302 30.04 0.0457 0.0 14.000 0.640 Vel = 6.31 302 15.76 1.394 0.0 14.000 8.391 K Factor @ node EQ01 to 150 0.0 0.0 0.0 303 45.8 0.0999 0.0 14.000 1.398 Vel = 9.63 303 17.03 1.394 1E 4.762 6.750 9.789 K Factor @ node EQ01 to 150 0.0 4.762 0.0 304 62.83 0.1792 0.0 11.512 2.063 Vel = 13.21 304 0.0 2.003 0.0 10.330 11.852 to 150 0.0 0.0 0.0 305 62.83 0.0307 0.0 10.330 0.317 Vel = 6.40 305 49.82 2.003 0.0 8.000 12.169 to 150 0.0 0.0 0.0 306 112.65 0.0904 0.0 8.000 0.723 Vel = 11.47 306 51.68 2.003 0.0 7.000 12.892 to 150 0.0 0.0 0.0 307 164.33 0.1817 0.0 7.000 1.272 Vel = 16.73 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard BLACKSTONE FIRE PROTECTION LLC Page 7 BONAVENTURE SECOND FLOOR COMMON AREA Date 041515 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 307 37.75 2.003 2E 12.965 111.000 14.164 to 150 0.0 12.965 0.0 104 202.08 0.2663 0.0 123.965 33.015 Vel = 20.58 104 0.0 4.316 1E 14.032 10.000 47.179 to 120 0.0 14.032 4.764 105 202.08 0.0096 0.0 24.032 0.230 Vel = 4.43 105 0.0 4.316 5E 70.159 174.250 52.173 to 120 1T 28.063 98.222 0.0 120 202.08 0.0096 0.0 272.472 2.608 Vel = 4.43 120 0.0 4.316 1B 16.838 10.000 54.781 to 120 0.0 16.838 4.331 1001 202.08 0.0096 0.0 26.838 0.257 Vel = 4.43 1001 0.0 6.357 1T 37.72 2.000 59.369 to 120 0.0 37.720 0.0 1002 202.08 0.0015 0.0 39.720 0.058 Vel = 2.04 1002 0.0 6.357 0.0 5.000 59.427 to 120 0.0 0.0 0.0 1003 202.08 0.0014 0.0 5.000 0.007 Vel = 2.04 - 1003 0.0 6.16 3E 60.252 325.000 59.434 to 140 3F 30.126 90.378 0.0 - 1004 202.08 0.0013 0.0 415.378 0.529 Vel = 2.18 1004 0.0 6.16 0.0 0.250 59.963 to 140 0.0 0.0 10.000 * Fixed loss = 10 1005 202.08 0.0 0.0 0.250 0.0 Vel = 2.18 1005 0.0 6.16 1T 43.037 20.000 69.963 to 140 0.0 43.037 0.0 TEST 202.08 0.0013 0.0 63.037 0.081 Vel = 2.18 100.00 Qa = 100.00 302.08 70.044 K Factor= 36.09 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1 Water Supply Curve (C) BLACKSTONE FIRE PROTECTION LLC Page 2 BONAVENTURE FIRST FLOOR ATTIC Date 041515 City Water Supply: Demand: Cl - Static Pressure : 85 D1 - Elevation : 13.426 C2 - Residual Pressure: 73 D2 - System Flow : 585.972 C2 - Residual Flow : 1530 D2 - S stem Pressure : 75.750 Hose Adj City ) Hose Demand ) : 100 D3 - System Demand : 685.972 Safety Margin : 6.530 150 140 130 p120 8110 E 100 S 90 Cl S 80 C2 U 70 _ D3 R60 E 50 40 30 20 10 131 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85 ) Computer Programs by Hydratec Inc.' Route'111 Windham N.H. USA 03087 Fittings Used Summary BLACKSTONE FIRE PROTECTION LLC Page 3 BONAVENTURE FIRST FLOOR ATTIC Date 041515 Fitting Legend Abbrev. Name Y2 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 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 Page 4 BONAVENTURE FIRST FLOOR ATTIC Date 041515 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 638 31.0 5.6 18.65 na 24.19 0.1 130 7.0 - 639 31.0 5.6 18.92 na 24.36 0.1 130 7.0 632 31.0 5.6 10.52 na 18.16 0.1 130 7.0 633 31.0 5.6 10.62 na 18.25 0.1 130 7.0 - 634 31.0 5.6 11.0 na 18.58 0.1 130 7.0 635 31.0 5.6 11.82 na 19.26 0.1 130 7.0 636 31.0 5.6 13.25 na 20.39 0.1 130 7.0 637 31.0 5.6 15.49 na 22.04 0.1 130 7.0 625 31.0 5.6 8.64 na 16.46 0.1 130 7.0 626 31.0 5.6 8.72 na 16.54 0.1 130 7.0 627 31.0 5.6 9.04 na 16.84 0.1 130 7.0 628 31.0 5.6 9.72 na 17.46 0.1 130 7.0 629 31.0 5.6 10.92 na 18.5 0.1 130 7.0 630 31.0 5.6 12.78 na 20.02 0.1 130 7.0 631 31.0 5.6 15.53 na 22.07 0.1 130 7.0 624 31.0 5.6 14.11 na 21.03 0.1 130 7.0 620 31.0 5.6 18.64 na 24.18 0.1 130 7.0 621 31.0 5.6 18.91 na 24.35 0.1 130 7.0 622 31.0 19.92 na 623 31.0 19.93 na 617 31.0 5.6 16.97 na 23.07 0.1 130 7.0 618 31.0 5.6 17.13 na 23.18 0.1 130 7.0 619 31.0 5.6 17.73 na 23.58 0.1 130 7.0 615 31.0 5.6 21.01 na 25.67 0.1 130 7.0 616 31.0 21.27 na 613 31.0 5.6 22.11 na 26.33 0.1 130 7.0 - 614 31.0 22.38 na 600 31.0 5.6 7.0 na 14.82 0.1 130 7.0 601 31.0 5.6 7.07 na 14.89 0.1 130 7.0 _ 602 31.0 5.6 7.33 na 15.17 0.1 130 7.0 603 31.0 5.6 8.59 na 16.41 0.1 130 7.0 604 31.0 5.6 10.09 na 17.79 0.1 130 7.0 605 31.0 14.14 na 606 31.0 5.6 16.0 na 22.4 0.1 130 7.0 607 31.0 20.15 na 608 31.0 21.29 na 609 31.0 22.58 na 697 31.0 43.74 na 610 31.0 45.32 na 685 3.0 58.84 na 690 2.0 59.39 na 695 0.0 60.47 na 1002 0.0 61.33 na 1003 0.0 61.38 na 1004 0.0 65.17 na 1005 0.0 75.17 na TEST 0.0 75.75 na 100.0 , The maximum velocity is 17.38 and it occurs in the pipe between nodes 631 and 614 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams BLACKSTONE FIRE PROTECTION LLC Page 5 BONAVENTURE FIRST FLOOR ATTIC Date 041515 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 638 24.19 1.734 0.0 12.000 18.652 K Factor= 5.60 to 100 0.0 0.0 0.0 639 24.19 0.0224 0.0 12.000 0.269 Vel = 3.29 639 24.35 1.734 1T 8.195 4.160 18.921 K Factor= 5.60 to 100 0.0 8.195 0.0 623 48.54 0.0813 0.0 12.355 1.005 Vel = 6.59 0.0 48.54 19.926 K Factor= 10.87 632 18.16 1.734 0.0 8.000 10.517 K Factor= 5.60 to 100 0.0 0.0 0.0 633 18.16 0.0132 0.0 8.000 0.106 Vel = 2.47 633 18.25 1.734 0.0 8.000 10.623 K Factor = 5.60 to 100 0.0 0.0 0.0 634 36.41 0.0478 0.0 8.000 0.382 VeI = 4.95 634 18.58 1.734 0.0 8.000 11.005 K Factor= 5.60 to 100 0.0 0.0 0.0 635 54.99 0.1024 0.0 8.000 0.819 Vel = 7.47 635 19.26 1.734 0.0 8.000 11.824 K Factor= 5.60 to 100 0.0 0.0 0.0 636 74.25 0.1786 0.0 8.000 1.429 Vel = 10.09 - 636 20.38 1.734 0.0 8.000 13.253 K Factor = 5.60 to 100 0.0 0.0 0.0 637 94.63 0.2796 0.0 8.000 2.237 Vel = 12.86 637 22.04 1.734 1T 8.195 5.830 15.490 K Factor= 5.60 to 100 0.0 8.195 0.0 616 116.67 0.4120 0.0 14.025 5.778 Vel = 15.85 0.0 116.67 21.268 K Factor= 25.30 625 16.46 1.734 0.0 8.000 8.635 K Factor= 5.60 to 100 0.0 0.0 0.0 626 16.46 0.0110 0.0 8.000 0.088 Vel = 2.24 626 16.54 1.734 0.0 8.000 8.723 K Factor= 5.60 to 100 0.0 0.0 0.0 627 33.0 0.0399 0.0 8.000 0.319 Vel = 4.48 627 16.83 1.734 0.0 8.000 9.042 K Factor= 5.60 to 100 0.0 0.0 0.0 1 - 628 49.83 0.0854 0.0 8.000 0.683 Vel = 6.77 628 17.47 1.734 0.0 8.000 9.725 K Factor= 5.60 to 100 0.0 0.0 0.0 629 67.3 0.1489 0.0 8.000 1.191 Vel = 9.14 629 18.50 1.734 0.0 8.000 10.916 K Factor= 5.60 to 100 0.0 0.0 0.0 630 85.8 0.2332 0.0 8.000 1.866 Vel = 11.66 630 20.02 1.734 0.0 8.000 12.782 K Factor= 5.60 to 100 0.0 0.0 0.0 631 105.82 0.3439 0.0 8.000 2.751 Vel = 14.38 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard BLACKSTONE FIRE PROTECTION LLC Page 6 BONAVENTURE FIRST FLOOR ATTIC Date 041515 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 631 22.07 1.734 1T 8.195 5.830 15.533 K Factor = 5.60 to 100 0.0 8.195 0.0 614 127.89 0.4882 0.0 14.025 6.847 Vel = 17.38 0.0 127.89 22.380 K Factor= 27.03 624 21.03 1.734 0.0 2.000 14.106 K Factor= 5.60 to 100 0.0 0.0 0.0 605 21.03 0.0170 0.0 2.000 0.034 Vel = 2.86 0.0 21.03 14.140 K Factor= 5.59 620 24.18 1.734 0.0 12.000 18.644 K Factor= 5.60 to 100 0.0 0.0 0.0 621 24.18 0.0224 0.0 12.000 0.269 Vel = 3.29 621 24.35 1.734 1T 8.195 4.160 18.913 K Factor= 5.60 to 100 0.0 8.195 0.0 622 48.53 0.0813 0.0 12.355 1.005 Vel = 6.59 622 0.0 4.316 0.0 8.000 19.918 - to 100 0.0 0.0 0.0 623 48.53 0.0010 0.0 8.000 0.008 Vel = 1.06 623 48.55 4.316 4E 40.058 24.330 19.926 _. to 100 0.0 40.058 0.0 607 97.08 0.0034 0.0 64.388 0.222 Vel = 2.13 0.0 97.08 20.148 K Factor= 21.63 617 23.07 1.734 0.0 8.000 16.968 K Factor= 5.60 to 100 0.0 0.0 0.0 618 23.07 0.0205 0.0 8.000 0.164 Vel = 3.13 618 23.18 1.734 0.0 8.000 17.132 K Factor= 5.60 to 100 0.0 0.0 0.0 619 46.25 0.0744 0.0 8.000 0.595 Vel = 6.28 619 23.57 1.734 1T 8.195 7.000 17.727 K Factor= 5.60 to 100 0.0 8.195 0.0 607 69.82 0.1593 0.0 15.195 2.421 Vel = 9.49 0.0 69.82 20.148 K Factor= 15.55 615 25.67 1.734 1T 8.195 2.160 21.009 K Factor= 5.60 to 100 0.0 8.195 0.0 616 25.67 0.0250 0.0 10.355 0.259 Vel = 3.49 - 616 116.67 4.316 0.0 3.410 21.268 to 100 0.0 0.0 0.0 608 142.34 0.0070 0.0 3.410 0.024 Vel = 3.12 0.0 142.34 21.292 K Factor= 30.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard BLACKSTONE FIRE PROTECTION LLC Page 7 BONAVENTURE FIRST FLOOR ATTIC Date 041515 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn _ 613 26.33 1.734 1T 8.195 2.160 22.109 K Factor= 5.60 to 100 0.0 8.195 0.0 614 26.33 0.0262 0.0 10.355 0.271 Vel = 3.58 614 127.89 4.316 1T 20.029 5.000 22.380 to 100 0.0 20.029 0.0 609 154.22 0.0082 0.0 25.029 0.204 Vel = 3.38 0.0 154.22 22.584 K Factor= 32.45 600 14.82 1.734 0.0 8.000 7.000 K Factor= 5.60 to 100 0.0 0.0 0.0 601 14.82 0.0090 0.0 8.000 0.072 Vel = 2.01 601 14.89 1.734 0.0 8.000 7.072 K Factor= 5.60 to 100 0.0 0.0 0.0 602 29.71 0.0329 0.0 8.000 0.263 Vel = 4.04 602 15.17 1.734 1T 8.195 9.610 7.335 K Factor= 5.60 to 100 0.0 8.195 0.0 603 44.88 0.0703 0.0 17.805 1.252 Vel = 6.10 603 16.41 1.734 0.0 12.000 8.587 K Factor= 5.60 to 100 0.0 0.0 0.0 604 61.29 0.1252 0.0 12.000 1.502 Vel = 8.33 604 17.78 1.734 1T 8.195 12.000 10.089 K Factor= 5.60 to 100 0.0 8.195 0.0 605 79.07 0.2006 0.0 20.195 4.051 Vel = 10.74 605 21.03 1.734 0.0 6.000 14.140 to 100 0.0 0.0 0.0 606 100.1 0.3103 0.0 6.000 1.862 Vel = 13.60 606 22.41 1.734 1T 8.195 1.000 16.002 K Factor= 5.60 to 100 0.0 8.195 0.0 607 122.51 0.4509 0.0 9.195 4.146 Vel = 16.64 607 166.90 4.316 1E 10.014 13.830 20.148 to 100 1T 20.029 30.043 0.0 608 289.41 0.0261 0.0 43.873 1.144 Vel = 6.35 608 142.34 4.316 1T 20.029 3.620 21.292 to 100 0.0 20.029 0.0 609 431.75 0.0546 0.0 23.649 1.292 Vel = 9.47 609 154.22 4.316 3E 30.043 190.000 22.584 to 100 0.0 30.043 0.0 697 585.97 0.0961 0.0 220.043 21.153 Vel = 12.85 - 697 0.0 6.357 3E 37.689 71.000 43.737 to 100 0.0 37.689 0.0 610 585.97 0.0146 0.0 108.689 1.585 Vel = 5.92 610 0.0 6.357 1E 12.563 82.580 45.322 to 100 0.0 12.563 12.127 685 585.97 0.0146 0.0 95.143 1.387 Vel = 5.92 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard BLACKSTONE FIRE PROTECTION LLC Page 8 BONAVENTURE FIRST FLOOR ATTIC Date 041515 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn _ 685 0.0 6.357 0.0 8.000 58.836 to 100 0.0 0.0 0.433 690 585.97 0.0146 0.0 8.000 0.117 Vel = 5.92 690 0.0 6.357 0.0 21.000 59.386 to 120 0.0 0.0 0.866 695 585.97 0.0104 0.0 21.000 0.219 Vel = 5.92 695 0.0 6.357 0.0 82.625 60.471 to 120 0.0 0.0 0.0 1002 585.97 0.0104 0.0 82.625 0.860 Vel = 5.92 1002 0.0 6.357 0.0 5.000 61.331 to 120 0.0 0.0 0.0 1003 585.97 0.0104 0.0 5.000 0.052 Vel = 5.92 1003 0.0 6.16 3E 60.252 325.000 61.383 to 140 3F 30.126 90.378 0.0 1004 585.97 0.0091 0.0 415.378 3.789 Vel = 6.31 1004 0.0 6.16 0.0 0.250 65.172 to 140 0.0 0.0 10.000 * Fixed loss = 10 - 1005 585.97 0.0080 0.0 0.250 0.002 Vel = 6.31 1005 0.0 6.16 1T 43.037 20.000 75.174 to 140 0.0 43.037 0.0 - TEST 585.97 0.0091 0.0 63.037 0.576 Vel = 6.31 100.00 Qa = 100.00 685.97 75.750 K Factor= 78.82 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . Fire Protection by Computer Design BLACKSTONE FIRE PROTECTION LLC Washougal, WA 503-708-7437 Job Name : BONAVENTURE FIRST FLOOR ATTIC Building : SECOND FLOOR ATTIC - B WING Location : 15000 SW HALL BLVD, TIGARD, OREGON System : Contract : Data File : SECOND FLOOR ATTIC.wx6 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 BLACKSTONE FIRE PROTECTION LLC Page 1 BONAVENTURE FIRST FLOOR ATTIC Date 041515 Hydraulic Design Information Sheet Name - BONAVENTURE Date - Location - 15000 SW HALL BLVD, TIGARD, OREGON Building - SECOND FLOOR ATTIC - B WING System No. - Contractor - BLACKSTONE FIRE PROTECTION, LLC Contract No. - Calculated By - RICH BENDA Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - Occupancy - S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 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 - ENTIRE AR System Type Sprinkler/Nozzle Density - .10 (X) Wet Make VICTAULIC D Area Per Sprinkler - 130 ( ) Dry Model V2704 E Elevation at Highest Outlet - 31 ( ) 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 - 100 N Note Calculation Flow Required - 330.14 Press Required - 43.550 Summary C-Factor Used: 100 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: - A Date of Test - 7-2-14 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 85 @ Press - R Residual Press - 73 Elev. - Well Flow - 1530 Proof Flow S Elevation - 0 U P Location - SW ROSS & SW 83RD AVE P L Source of Information - TIGARD WATER DEPT Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled o Palletized o 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 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 BONAVENTURE FIRST FLOOR ATTIC Date 041515 City Water Supply: Demand: Cl - Static Pressure : 85 D1 - Elevation : 13.426 C2 - Residual Pressure: 73 D2 - System Flow : 330.145 C2 - Residual Flow : 1530 D2 - S stem Pressure : 43.550 Hose Adj City) . Hose Demand) : 100 D3 - System Demand : 430.145 Safety Margin : 40.303 150 140 130 . P120 R110 E100 S 90 0- Cl S 80 - C2 U70 R 60 E 50 ' D2 , o 40 D3 30 20 10 i Dl 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( NA1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ' Fittings Used Summary BLACKSTONE FIRE PROTECTION LLC Page 3 BONAVENTURE FIRST FLOOR ATTIC Date 041515 Fitting Legend Abbrev. Name 1/2 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 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 Page 4 BONAVENTURE FIRST FLOOR ATTIC Date 041515 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 723 31.0 5.6 11.84 na 19.27 0.1 130 7.0 - 724 31.0 5.6 12.18 na 19.55 0.1 130 7.0 717 31.0 5.6 7.0 na 14.82 0.1 130 7.0 718 31.0 5.6 7.14 na 14.96 0.1 130 7.0 - 719 31.0 5.6 7.65 na 15.49 0.1 130 7.0 720 31.0 5.6 8.22 na 16.06 0.1 130 7.0 721 31.0 5.6 9.22 na 17.01 0.1 130 7.0 722 31.0 5.6 10.8 na 18.4 0.1 130 7.0 711 31.0 5.6 7.37 na 15.2 0.1 130 7.0 712 31.0 5.6 7.44 na 15.28 0.1 130 7.0 713 31.0 5.6 7.72 na 15.56 0.1 130 7.0 714 31.0 5.6 8.31 na 16.14 0.1 130 7.0 715 31.0 5.6 9.34 na 17.11 0.1 130 7.0 716 31.0 5.6 10.95 na 18.53 0.1 130 7.0 700 31.0 5.6 7.21 na 15.03 0.1 130 7.0 701 31.0 5.6 7.28 na 15.11 0.1 130 7.0 702 31.0 5.6 7.55 na 15.39 0.1 130 7.0 703 31.0 5.6 8.13 na 15.97 0.1 130 7.0 704 31.0 5.6 9.14 na 16.93 0.1 130 7.0 705 31.0 5.6 10.72 na 18.33 0.1 130 7.0 706 31.0 14.05 na 707 31.0 14.06 na 708 31.0 14.13 na 709 10.0 23.45 na 750 10.0 26.56 na 610 10.0 26.8 na - 685 3.0 30.31 na 690 2.0 30.78 na 695 0.0 31.72 na 1002 0.0 32.02 na 1003 0.0 32.04 na 1004 0.0 33.35 na 1005 0.0 43.35 na TEST 0.0 43.55 na 100.0 The maximum velocity is 13.29 and it occurs in the pipe between nodes 716 and 709 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams BLACKSTONE FIRE PROTECTION LLC Page 5 BONAVENTURE FIRST FLOOR ATTIC Date 041515 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 723 19.27 1.515 0.0 12.000 11.842 K Factor= 5.60 - to 100 0.0 0.0 0.0 724 19.27 0.0284 0.0 12.000 0.341 Vel = 3.43 724 19.55 1.515 1E 3.373 7.950 12.183 K Factor= 5.60 to 100 1T 6.746 10.119 0.0 707 38.82 0.1038 0.0 18.069 1.876 Vel = 6.91 0.0 38.82 14.059 K Factor= 10.35 717 14.82 1.515 0.0 8.000 7.000 K Factor= 5.60 to 100 0.0 0.0 0.0 718 14.82 0.0175 0.0 8.000 0.140 Vel = 2.64 718 14.96 1.515 0.0 8.000 7.140 K Factor= 5.60 to 100 0.0 0.0 0.0 719 29.78 0.0635 0.0 8.000 0.508 Vel = 5.30 719 15.49 1.734 0.0 8.000 7.648 K Factor= 5.60 to 100 0.0 0.0 0.0 720 45.27 0.0715 0.0 8.000 0.572 Vel = 6.15 720 16.05 1.734 0.0 8.000 8.220 K Factor= 5.60 - to 100 0.0 0.0 0.0 721 61.32 0.1254 0.0 8.000 1.003 Vel = 8.33 - 721 17.01 1.734 0.0 8.000 9.223 K Factor = 5.60 to 100 0.0 0.0 0.0 722 78.33 0.1971 0.0 8.000 1.577 Vel = 10.64 722 18.40 1.734 1T 8.195 3.250 10.800 K Factor= 5.60 to 100 0.0 8.195 0.0 708 96.73 0.2912 0.0 11.445 3.333 Vel = 13.14 0.0 96.73 14.133 K Factor= 25.73 711 15.20 1.734 0.0 8.000 7.369 K Factor= 5.60 to 100 0.0 0.0 0.0 712 15.2 0.0095 0.0 8.000 0.076 Vel = 2.07 712 15.28 1.734 0.0 8.000 7.445 K Factor= 5.60 to 100 0.0 0.0 0.0 713 30.48 0.0344 0.0 8.000 0.275 Vel = 4.14 713 15.56 1.734 0.0 8.000 7.720 K Factor= 5.60 to 100 0.0 0.0 0.0 -- 714 46.04 0.0738 0.0 8.000 0.590 Vel = 6.25 714 16.14 1.734 0.0 8.000 8.310 K Factor= 5.60 _ to 100 0.0 0.0 0.0 715 62.18 0.1285 0.0 8.000 1.028 Vel = 8.45 715 17.12 1.734 0.0 8.000 9.338 K Factor= 5.60 to 100 0.0 0.0 0.0 716 79.3 0.2018 0.0 8.000 1.614 Vel = 10.77 716 18.53 1.734 1T 8.195 3.250 10.952 K Factor= 5.60 to 100 0.0 8.195 9.095 709 97.83 0.2973 0.0 11.445 3.403 Vel = 13.29 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard BLACKSTONE FIRE PROTECTION LLC Page 6 BONAVENTURE FIRST FLOOR ATTIC Date 041515 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn _ 0.0 97.83 23.450 K Factor= 20.20 700 15.03 1.734 0.0 8.000 7.208 K Factor= 5.60 to 100 0.0 0.0 0.0 701 15.03 0.0092 0.0 8.000 0.074 Vel = 2.04 701 15.12 1.734 0.0 8.000 7.282 K Factor= 5.60 to 100 0.0 0.0 0.0 702 30.15 0.0338 0.0 8.000 0.270 Vel = 4.10 702 15.39 1.734 0.0 8.000 7.552 K Factor= 5.60 to 100 0.0 0.0 0.0 703 45.54 0.0722 0.0 8.000 0.578 Vel = 6.19 703 15.96 1.734 0.0 8.000 8.130 K Factor= 5.60 to 100 0.0 0.0 0.0 704 61.5 0.1260 0.0 8.000 1.008 Vel = 8.36 704 16.93 1.734 0.0 8.000 9.138 K Factor= 5.60 to 100 0.0 0.0 0.0 705 78.43 0.1976 0.0 8.000 1.581 Vel = 10.66 _ 705 18.34 1.734 1T 8.195 3.250 10.719 K Factor= 5.60 to 100 0.0 8.195 0.0 706 96.77 0.2915 0.0 11.445 3.336 Vel = 13.15 706 0.0 4.26 0.0 1.080 14.055 to 100 0.0 0.0 0.0 707 96.77 0.0037 0.0 1.080 0.004 Vel = 2.18 707 38.81 4.26 0.0 10.910 14.059 to 100 0.0 0.0 0.0 708 135.58 0.0068 0.0 10.910 0.074 Vel = 3.05 708 96.74 4.26 0.0 12.000 14.133 to 100 0.0 0.0 9.095 709 232.32 0.0185 0.0 12.000 0.222 Vel = 5.23 709 97.82 4.26 1E 9.397 78.333 23.450 to 100 0.0 9.397 0.0 750 330.14 0.0354 0.0 87.730 3.110 Vel = 7.43 750 0.0 6.357 1T 26.921 20.000 26.560 to 100 0.0 26.921 0.0 610 330.14 0.0050 0.0 46.921 0.236 Vel = 3.34 610 0.0 6.357 1E 12.563 82.580 26.796 to 100 0.0 12.563 3.032 685 330.14 0.0050 0.0 95.143 0.480 Vel = 3.34 - 685 0.0 6.357 0.0 8.000 30.308 to 100 0.0 0.0 0.433 690 330.14 0.0051 0.0 8.000 0.041 Vel = 3.34 690 0.0 6.357 0.0 21.000 30.782 to 120 0.0 0.0 0.866 695 330.14 0.0036 0.0 21.000 0.075 Vel = 3.34 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard BLACKSTONE FIRE PROTECTION LLC Page 7 BONAVENTURE FIRST FLOOR ATTIC Date 041515 Hyd. aa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn _ 695 0.0 6.357 0.0 82.625 31.723 to 120 0.0 0.0 0.0 1002 330.14 0.0036 0.0 82.625 0.298 Vel = 3.34 1002 0.0 6.357 0.0 5.000 32.021 to 120 0.0 0.0 0.0 1003 330.14 0.0036 0.0 5.000 0.018 Vel = 3.34 1003 0.0 6.16 3E 60.252 325.000 32.039 to 140 3F 30.126 90.378 0.0 1004 330.14 0.0032 0.0 415.378 1.311 Vel = 3.55 1004 0.0 6.16 0.0 0.250 33.350 to 140 0.0 0.0 10.000 * Fixed loss = 10 1005 330.14 0.0040 0.0 0.250 0.001 Vel = 3.55 1005 0.0 6.16 1T 43.037 20.000 43.351 to 140 0.0 43.037 0.0 TEST 330.14 0.0032 0.0 63.037 0.199 Vel = 3.55 100.00 Qa = 100.00 430.14 43.550 K Factor= 65.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fire Protection by Computer Design BLACKSTONE FIRE PROTECTION LLC Washougal, WA 503-708-7437 Job Name : BONAVENTURE ATTIC Building : ATTIC - C WING Location : 15000 SW HALL BLVD, TIGARD, OREGON System : Contract : Data File : C WING ATTIC.wx4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 BLACKSTONE FIRE PROTECTION LLC Page 1 BONAVENTURE ATTIC Date 041515 Hydraulic Design Information Sheet Name - BONAVENTURE Date - Location - 15000 SW HALL BLVD, TIGARD, OREGON _ Building - ATTIC - C WING System No. - Contractor - BLACKSTONE FIRE PROTECTION, LLC Contract No. - Calculated By - RICH BENDA Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - - Occupancy - S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 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 - 2535 System Type Sprinkler/Nozzle Density - .10 (X) Wet Make VICTAULIC D Area Per Sprinkler - 130 ( ) Dry Model V2704 E Elevation at Highest Outlet - 41 ( ) 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 - 100 N Note Calculation Flow Required - 516.15 Press Required - 74.926 Summary C-Factor Used: 100 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: - A Date of Test - 7-2-14 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 85 @ Press - R Residual Press - 73 Elev. - Well Flow - 1530 Proof Flow S Elevation - 0 U P Location - SW ROSS & SW 83RD AVE P L Source of Information - TIGARD WATER DEPT Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row g ( ) 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 BONAVENTURE ATTIC Date 041515 City Water Supply: Demand: Cl - Static Pressure : 85 D1 - Elevation : 17.757 C2 - Residual Pressure: 73 D2 - System Flow : 516.149 C2 - Residual Flow : 1530 D2 - S stem Pressure : 74.926 Hose ( Adj City ) Hose Demand) : 100 D3 - System Demand : 616.149 Safety Margin : 7.843 150 140 130 - p 120 R110 E 100 S 90 Cl S 80 D2 - C2 U70 D3 R 60 E50 40 30 20 d D1 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary BLACKSTONE FIRE PROTECTION LLC Page 3 BONAVENTURE ATTIC Date 041515 Fitting Legend Abbrev. Name 1/2 3/4 1 11/4 11/2 2 21/2 3 31 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 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 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 Page 4 BONAVENTURE ATTIC Date 041515 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 439 41.0 5.6 10.19 na 17.87 0.1 130 7.0 440 41.0 5.6 10.2 na 17.88 0.1 130 7.0 441 41.0 5.6 10.24 na 17.92 0.1 130 7.0 442 41.0 5.6 10.5 na 18.14 0.1 130 7.0 - 443 41.0 5.6 10.64 na 18.27 0.1 130 7.0 444 41.0 11.01 na 434 41.0 5.6 11.1 na 18.65 0.1 130 7.0 435 41.0 5.6 11.11 na 18.67 0.1 130 7.0 436 41.0 11.13 na 437 41.0 5.6 11.18 na 18.72 0.1 130 7.0 438 41.0 11.4 na 428 41.0 5.6 10.52 na 18.16 0.1 130 7.0 429 41.0 5.6 10.53 na 18.17 0.1 130 7.0 430 41.0 5.6 10.57 na 18.21 0.1 130 7.0 431 41.0 5.6 10.66 na 18.28 0.1 130 7.0 432 41.0 5.6 10.81 na 18.41 0.1 130 7.0 433 41.0 11.18 na 427 41.0 5.6 9.03 na 16.83 0.1 130 7.0 417 41.0 5.6 10.33 na 18.0 0.1 130 7.0 418 41.0 5.6 10.34 na 18.01 0.1 130 7.0 419 41.0 5.6 10.38 na 18.04 0.1 130 7.0 420 41.0 5.6 10.64 na 18.27 0.1 130 7.0 421 41.0 5.6 10.79 na 18.4 0.1 130 7.0 422 41.0 11.17 na 423 41.0 11.48 na 424 41.0 11.52 na - 425 41.0 11.61 na 426 41.0 11.7 na 416 41.0 5.6 18.72 na 24.23 0.1 130 7.0 _ 415 41.0 5.6 19.54 na 24.76 0.1 130 7.0 400 41.0 5.6 7.0 na 14.82 0.1 130 7.0 401 41.0 5.6 7.01 na 14.82 0.1 130 7.0 402 41.0 5.6 7.04 na 14.85 0.1 130 7.0 403 41.0 5.6 7.24 na 15.06 0.1 130 7.0 404 41.0 5.6 7.53 na 15.36 0.1 130 7.0 405 41.0 5.6 7.69 na 15.52 0.1 130 7.0 406 41.0 5.6 7.91 na 15.75 0.1 130 7.0 407 41.0 5.6 8.22 na 16.05 0.1 130 7.0 408 41.0 9.05 na 409 41.0 10.8 na 410 41.0 11.93 na 411 41.0 19.01 na 412 41.0 19.85 na 413 10.0 52.6 na 414 41.0 39.66 na 500 10.0 55.93 na 501 5.0 58.33 na 502 2.0 59.8 na 1000 2.0 59.91 na 1001 0.0 61.11 na '1002 0.0 61.43 na 1003 0.0 61.47 na 1004 0.0 64.47 na _1005 0.0 74.47 na TEST 0.0 74.93 na 100.0 The maximum velocity is 11.32 and it occurs in the pipe between nodes 412 and 413 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams BLACKSTONE FIRE PROTECTION LLC Page 5 BONAVENTURE ATTIC Date 041515 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn _ 439 17.87 2.729 0.0 8.040 10.187 K Factor= 5.60 to 100 0.0 0.0 0.0 440 17.87 0.0015 0.0 8.040 0.012 Vel = 0.98 440 17.89 2.729 0.0 8.000 10.199 K Factor= 5.60 to 100 0.0 0.0 0.0 441 35.76 0.0050 0.0 8.000 0.040 Vel = 1.96 441 17.92 2.729 2E 13.946 10.000 10.239 K Factor= 5.60 to 100 0.0 13.946 0.0 442 53.68 0.0108 0.0 23.946 0.258 Vel = 2.94 442 18.14 2.729 0.0 7.950 10.497 K Factor= 5.60 to 100 0.0 0.0 0.0 443 71.82 0.0185 0.0 7.950 0.147 Vel = 3.94 443 18.27 2.729 1 E 6.973 6.250 10.644 K Factor= 5.60 to 100 0.0 6.973 0.0 444 90.09 0.0281 0.0 13.223 0.371 Vel = 4.94 444 0.0 2.729 1T 13.946 4.000 11.015 to 100 0.0 13.946 0.0 424 90.09 0.0280 0.0 17.946 0.503 Vel = 4.94 0.0 90.09 11.518 K Factor= 26.55 - 434 18.65 2.729 0.0 12.000 11.096 K Factor = 5.60 to 100 0.0 0.0 0.0 435 18.65 0.0015 0.0 12.000 0.018 Vel = 1.02 435 18.67 2.729 0.0 2.750 11.114 K Factor = 5.60 to 100 0.0 0.0 0.0 436 37.32 0.0058 0.0 2.750 0.016 Vel = 2.05 436 0.0 2.729 0.0 9.250 11.130 to 100 0.0 0.0 0.0 437 37.32 0.0054 0.0 9.250 0.050 Vel = 2.05 437 18.73 2.729 1E 6.973 12.000 11.180 K Factor= 5.60 to 100 0.0 6.973 0.0 438 56.05 0.0117 0.0 18.973 0.222 Vel = 3.07 438 0.0 2.729 1T 13.946 4.000 11.402 to 100 0.0 13.946 0.0 425 56.05 0.0116 0.0 17.946 0.209 Vel = 3.07 0.0 56.05 11.611 K Factor= 16.45 428 18.16 2.729 0.0 8.000 10.515 K Factor= 5.60 _to 100 0.0 0.0 0.0 429 18.16 0.0015 0.0 8.000 0.012 Vel = 1.00 429 18.17 2.729 0.0 8.000 10.527 K Factor= 5.60 to 100 0.0 0.0 0.0 430 36.33 0.0052 0.0 8.000 0.042 Vel = 1.99 430 18.20 2.729 0.0 8.000 10.569 K Factor= 5.60 to 100 0.0 0.0 0.0 431 54.53 0.0110 0.0 8.000 0.088 Vel = 2.99 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard BLACKSTONE FIRE PROTECTION LLC Page 6 BONAVENTURE ATTIC Date 041515 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn _ 431 18.29 2.729 0.0 8.000 10.657 K Factor= 5.60 to 100 0.0 0.0 0.0 432 72.82 0.0190 0.0 8.000 0.152 Vel = 3.99 432 18.41 2.729 1 E 6.973 6.000 10.809 K Factor= 5.60 to 100 0.0 6.973 0.0 433 91.23 0.0287 0.0 12.973 0.372 Vel = 5.00 433 0.0 2.729 1T 13.946 4.000 11.181 to 100 0.0 13.946 0.0 426 91.23 0.0287 0.0 17.946 0.515 Vel = 5.00 0.0 91.23 11.696 K Factor= 26.68 427 16.83 2.729 1T 13.946 3.000 9.030 K Factor= 5.60 to 100 0.0 13.946 0.0 408 16.83 0.0013 0.0 16.946 0.022 Vel = 0.92 0.0 16.83 9.052 K Factor= 5.59 417 18.00 2.729 0.0 8.000 10.331 K Factor= 5.60 - to 100 0.0 0.0 0.0 418 18.0 0.0014 0.0 8.000 0.011 Vel = 0.99 418 18.01 2.729 0.0 8.000 10.342 K Factor= 5.60 - to 100 0.0 0.0 0.0 419 36.01 0.0051 0.0 8.000 0.041 Vel = 1.98 419 18.04 2.729 2E 13.946 10.000 10.383 K Factor= 5.60 to 100 0.0 13.946 0.0 420 54.05 0.0109 0.0 23.946 0.261 Vel = 2.96 420 18.27 2.729 0.0 8.000 10.644 K Factor= 5.60 to 100 0.0 0.0 0.0 421 72.32 0.0188 0.0 8.000 0.150 Vel = 3.97 421 18.40 2.729 1 E 6.973 6.250 10.794 K Factor= 5.60 to 100 0.0 6.973 0.0 422 90.72 0.0284 0.0 13.223 0.376 Vel = 4.98 422 0.0 2.729 1E 6.973 4.000 11.170 to 100 0.0 6.973 0.0 423 90.72 0.0283 0.0 10.973 0.311 Vel = 4.98 423 0.0 4.316 0.0 12.000 11.481 to 100 0.0 0.0 0.0 424 90.72 0.0031 0.0 12.000 0.037 Vel = 1.99 424 90.09 4.316 0.0 8.500 11.518 - to 100 0.0 0.0 0.0 425 180.81 0.0109 0.0 8.500 0.093 Vel = 3.97 425 56.05 4.316 0.0 4.750 11.611 to 100 0.0 0.0 0.0 426 236.86 0.0179 0.0 4.750 0.085 Vel = 5.19 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard BLACKSTONE FIRE PROTECTION LLC Page 7 BONAVENTURE ATTIC Date 041515 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn . 426 91.23 4.316 0.0 7.000 11.696 to 100 0.0 0.0 0.0 410 328.09 0.0329 0.0 7.000 0.230 Vel = 7.19 0.0 328.09 11.926 K Factor= 95.00 416 24.23 2.729 2E 13.946 90.330 18.720 K Factor = 5.60 to 100 1T 13.946 27.892 0.0 411 24.23 0.0025 0.0 118.222 0.292 Vel = 1.33 0.0 24.23 19.012 K Factor= 5.56 415 24.76 2.729 2E 13.946 90.330 19.541 K Factor= 5.60 to 100 1T 13.946 27.892 0.0 412 24.76 0.0026 0.0 118.222 0.304 Vel = 1.36 0.0 24.76 19.845 K Factor= 5.56 400 14.82 2.729 0.0 8.000 7.000 K Factor= 5.60 to 100 0.0 0.0 0.0 401 14.82 0.0010 0.0 8.000 0.008 Vel = 0.81 401 14.82 2.729 0.0 8.000 7.008 K Factor= 5.60 to 100 0.0 0.0 0.0 - 402 29.64 0.0036 0.0 8.000 0.029 Vel = 1.63 402 14.86 2.729 2E 13.946 12.250 7.037 K Factor= 5.60 to 100 0.0 13.946 0.0 403 44.5 0.0076 0.0 26.196 0.199 Vel = 2.44 403 15.06 2.729 1 E 6.973 15.250 7.236 K Factor= 5.60 to 100 0.0 6.973 0.0 404 59.56 0.0130 0.0 22.223 0.290 Vel = 3.27 404 15.36 2.729 0.0 8.000 7.526 K Factor= 5.60 to 100 0.0 0.0 0.0 405 74.92 0.0199 0.0 8.000 0.159 Vel = 4.11 405 15.53 2.729 0.0 8.000 7.685 K Factor= 5.60 to 100 0.0 0.0 0.0 406 90.45 0.0282 0.0 8.000 0.226 Vel = 4.96 406 15.75 2.729 0.0 8.000 7.911 K Factor= 5.60 to 100 0.0 0.0 0.0 407 106.2 0.0381 0.0 8.000 0.305 Vel = 5.83 - 407 16.05 2.729 1T 13.946 3.000 8.216 K Factor= 5.60 to 100 0.0 13.946 0.0 408 122.25 0.0493 0.0 16.946 0.836 Vel = 6.71 408 16.83 2.729 2E 13.946 14.000 9.052 to 100 0.0 13.946 0.0 409 139.08 0.0626 0.0 27.946 1.750 Vel = 7.63 409 0.0 2.729 1T 13.946 4.000 10.802 to 100 0.0 13.946 0.0 410 139.08 0.0626 0.0 17.946 1.124 Vel = 7.63 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard BLACKSTONE FIRE PROTECTION LLC Page 8 BONAVENTURE ATTIC Date 041515 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 410 328.08 4.316 1E 10.014 102.080 11.926 to 100 0.0 10.014 0.0 411 467.16 0.0632 0.0 112.094 7.086 Vel = 10.24 411 24.23 4.316 0.0 12.000 19.012 to 100 0.0 0.0 0.0 412 491.39 0.0694 0.0 12.000 0.833 Vel = 10.78 412 24.76 4.316 2E 20.029 234.200 19.845 to 100 0.0 20.029 13.426 413 516.15 0.0760 0.0 254.229 19.327 Vel = 11.32 413 0.0 6.357 1E 12.563 30.000 52.598 to 100 0.0 12.563 -13.426 414 516.15 0.0115 0.0 42.563 0.490 Vel = 5.22 414 0.0 6.357 0.0 246.000 39.662 to 100 0.0 0.0 13.426 500 516.15 0.0115 0.0 246.000 2.838 Vel = 5.22 500 0.0 6.357 1E 12.563 8.000 55.926 to 100 0.0 12.563 2.166 501 516.15 0.0115 0.0 20.563 0.236 Vel = 5.22 501 0.0 6.357 0.0 21.000 58.328 to 120 0.0 0.0 1.299 - 502 516.15 0.0082 0.0 21.000 0.173 Vel = 5.22 502 0.0 6.357 1B 12.573 1.000 59.800 to 120 0.0 12.573 0.0 1000 516.15 0.0083 0.0 13.573 0.112 Vel = 5.22 1000 0.0 6.357 1T 37.72 2.000 59.912 to 120 0.0 37.720 0.866 1001 516.15 0.0082 0.0 39.720 0.327 Vel = 5.22 1001 0.0 6.357 1T 37.72 2.000 61.105 to 120 0.0 37.720 0.0 1002 516.15 0.0082 0.0 39.720 0.327 Vel = 5.22 1 1002 0.0 6.357 0.0 5.000 61.432 to 120 0.0 0.0 0.0 1003 516.15 0.0082 0.0 5.000 0.041 Vel = 5.22 1003 0.0 6.16 3E 60.252 325.000 61.473 to 140 3F 30.126 90.378 0.0 1004 516.15 0.0072 0.0 415.378 2.997 Vel = 5.56 - 1004 0.0 6.16 0.0 0.250 64.470 to 140 0.0 0.0 10.000 * Fixed loss = 10 1005 516.15 0.0080 0.0 0.250 0.002 Vel = 5.56 1005 0.0 6.16 1T 43.037 20.000 74.472 to 140 0.0 43.037 0.0 TEST 516.15 0.0072 0.0 63.037 0.454 Vel = 5.56 100.00 Qa = 100.00 616.15 74.926 K Factor= 71.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard BLACKSTONE FIRE PROTECTION LLC Page 9 BONAVENTURE ATTIC Date 041515 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . Fire Protection by Computer Design BLACKSTONE FIRE PROTECTION LLC Washougal, WA 503-708-7437 Job Name : BONAVENTURE FIRST FLOOR ATTIC Building : FIRST FLOOR ATTIC - C WING Location : 15000 SW HALL BLVD, TIGARD, OREGON System : Contract Data File : FIRST FLOOR ATTIC.wxs Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 BLACKSTONE FIRE PROTECTION LLC Page 1 BONAVENTURE FIRST FLOOR ATTIC Date 041515 Hydraulic Design Information Sheet Name - BONAVENTURE Date - Location - 15000 SW HALL BLVD, TIGARD, OREGON . Building - FIRST FLOOR ATTIC - C WING System No. - Contractor - BLACKSTONE FIRE PROTECTION, LLC Contract No. - Calculated By - RICH BENDA Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - - Occupancy - S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 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 - 2550 System Type Sprinkler/Nozzle Density - .10 (X) Wet Make VICTAULIC D Area Per Sprinkler - 130 ( ) Dry Model V2704 E Elevation at Highest Outlet - 31 ( ) 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 - 100 N Note Calculation Flow Required - 585.97 Press Required - 75. 749 Summary C-Factor Used: 100 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: - A Date of Test - 7-2-14 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 85 @ Press - R Residual Press - 73 Elev. - Well Flow - 1530 Proof Flow S Elevation - 0 U P Location - SW ROSS & SW 83RD AVE P L Source of Information - TIGARD WATER DEPT Y C Commodity Class Location O Storage Ht. 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