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HomeMy WebLinkAboutF15-0069_Hydraulic Calculations_1444168980.pdf f:\21111028\ca\ca fire protection\15300-06 - hydraulic calculations\15300-06 - automatic sprinkler and standpipe system - hydraulic calculations 20150924.doc SUBMITTAL TRANSMITTAL TO: Jeff Mapp OZ Architecture DATE: September 25, 2015 REFERENCE: Strata - Vail BCER PROJECT #: 21111028 E-Mail: jmapp@ozarch.com SUBMITTAL NO. 15300-06 Reviewed Rejected Revise & Resubmit Make Corrections As Noted Date In Date Out Submittals & Tag # Section Manufacturer 09/14/15 09/25/15 Automatic Sprinkler and Standpipe System – Hydraulic Calculations 15300 All –State Fire Protection X These are transmitted as indicated below: X CHECKED AS NOTED (See Submittals) CHECKED AS NOTED (See Comments below) SUBMITTAL REVIEW COMMENTS: Signed: Todd Brand jsmith XNew SubmittalSubmittal Cover Sheet9/14/2015Project:Strata - VailOZ ArchitectureFrom:PCL Construction Services, Inc.3003 Larimer Street 953 S Frontage Rd WestDenver, CO 80205 Suite 302Vail, CO 81657SPECIFICATION SECTION NO. & DESCRIPTION (Cover only one section with each submittal)PRIORITY STATUS CODESC - Respond within 10 daysCONTRACTOR REMARKS:A/E REMARKS:CONTRACTOR'S CERTIFICATION:NAME AND SIGNATURE OF CONTRACTOR REPRESENTATIVE: Received by:Date:Heather Wrozek15300 - Automatic Sprinkler and Standpipe Systems78910I certify that the above submitted items have been reviewed in detail, are correct, and in general conformance with the Contract Drawings and Specifications except as otherwise noted.56Submittal Typec.ActionItema.1234ACTION TAKENA - ApprovedB - Approved as NotedC - Revise and ResubmitD - Not ApprovedA - Immediate ResponseB - Respond within 7 daysC - Respond within 10 daysSubmittal No: Previous Submittal No: Date:ResubmittalCONTRACT REF. DOCUMENTSpec Paragraph Numbere.Drawing Sheet Numberf.PCL Construction Services Inc.Contractor Project No: 500141015300-060 To:Hydraulic CalculationsDescription of Item Submitted(Type, size, model number, etc.)b. Subcontractor:Date: Submittal #: Revisions:Revision Dates: Specification Section: Item Description: Action: Variance Request (Y/N):If so, why?: Notes: Notes to OZ Architecture and design reviewers include: - 15300 Automatic Sprinkler and Standpipe Systems Please find the attached Hydraulic Calculations from AllState. Submittal catergory is "Action". Strata - Vail PCL Project No. 5001410 All State 15300-060 9/14/2015 Fire Sprinkler Hydraulic Calculations For Strata Vail 705 W. Lionhead Circle Vail, CO 81651 Edward Kolecke NICET Level III # 94588 Table of Contents Manual Standpipe Pg.3 7th Floor Bldg. B units Pg.9 7th Floor Bldg. B Hallway Pg.17 2nd Floor Bldg. B Loading Dock Pg.25 1st Floor Bldg. B Pool Pg.35 1st Floor Bldg. A Garage Entry Pg.43 1st Floor Bldg. A Great Room Pg.53 1st Floor Bldg. A Restaurant Pg.65 Garage Level 1 Bldg. B Pg.77 Garage Level 3 Bldg. B Pg.88 Garage Level 3 Bldg. A Owner storage Pg.108 Garage Level 3 Bldg. A Ramp area Pg.128 All-State Fire Protection, Inc 6045 E. 76th Avenue, #12 Commerce City, CO 80022 303-288-3901 Job Name : Strata Vail Building : FP24 Location : 705 W. LIONSHE CIRCLE VAIL, CO 81657 System : - Contract : 13207 Data File : Strata Manual Standpipe.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 1 Strata Vail Date 08/24/15 HYDRAULIC CALCULATIONS for Project name:STRATA VAIL Location:705 W. LIONSHE CIRCLE VAIL, CO 81657 Drawing no:FP24 Date:08/24/15 Design Remote area number:- Remote area location:MANUAL STANDPIPE (ROOF MANIFOLD) Occupancy classification:R-2/R-1/A-2/A-3/S-1/S-2/M Density:500 - Gpm/SqFt Area of application:100 PSI - SqFt Coverage per sprinkler:REMOTE STAND - SqFt Type of sprinklers calculated:N/A No. of sprinklers calculated:N/A In-rack demand:N/A - GPM Hose streams:N/A - GPM Total water required (including hose streams):1000 - GPM @ 156.0 - Psi Type of system:WET SYSTEM Volume of dry or preaction system:N/A - Gal Water supply information Date:03/2015 Location:EXISTING CITY MAIN Source:VAIL WATER DEPARTMENT Name of contractor:ALL-STATE FIRE PROTECTION, INC. Address:6045 E. 76th AVENUE #12 COMMERCE CITY, CO 80022 Phone number:303-288-3901 Name of designer:E. KOLECKE Authority having jurisdiction:TOWN OF VAIL Notes: (Include peaking information or gridded systems here.) WATER FLOW TEST REDUCED by 10% Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, IncPage 2 Strata VailDate 08/24/15 12243648E60R72U84S96S108E120R132P144156168180100 200 300 400 500 600 700 800 900FLOW ( N ^ 1.85 )Demand:D1 - Elevation : 32.880 D2 - System Flow : _______D2 - System Pressure : 155.954 Hose ( Demand ) : 1000 D3 - System Demand : 1000 Safety Margin : _______D1D2D3Water Supply Curve CComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, IncPage 3 Strata VailDate 08/24/15 Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 6071 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used SummaryComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 4 Strata Vail Date 08/24/15 Node Elevation K-Fact Pt Pn Flow Density Area Press No.Actual Actual Req. SP2A 78.417 100.0 na 500.0 SP2B -7.833 138.82 na SP2C -5.0 139.57 na 250.0 SP2D -3.833 143.02 na 250.0 SP2E -1.833 155.99 na FDC 2.5 155.95 na The maximum velocity is 10.11 and it occurs in the pipe between nodes SP2D and SP2E Pressure / Flow Summary - STANDARD Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 5 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn SP2A 500.00 6.357 2E 35.205 102.708 100.000 Qa = 500 to 120.0 B 12.573 85.498 37.355 SP2B 500.0 0.0078 T 37.72 188.206 1.461 Vel = 5.05 SP2B 0.0 6.357 8E 140.822 56.000 138.816 to 120.0 B 12.573 199.916 -1.227 SP2C 500.0 0.0078 F 8.801 255.916 1.986 Vel = 5.05 T 37.72 SP2C 250.00 6.357 4E 70.411 123.667 139.575 Qa = 250 to 120.0 F 8.801 116.932 -0.505 SP2D 750.0 0.0164 T 37.72 240.599 3.953 Vel = 7.58 SP2D 250.00 6.357 17E 299.247 195.167 143.023 Qa = 250 to 120.0 0.0 299.247 -0.866 SP2E 1000.0 0.0280 0.0 494.414 13.832 Vel = 10.11 SP2E 0.0 6.357 S 40.235 8.000 155.989 to 120.0 E 17.603 57.838 -1.877 FDC 1000.0 0.0280 0.0 65.838 1.842 Vel = 10.11 0.0 1000.00 155.954 K Factor = 80.08 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc 6045 E. 76th Avenue, #12 Commerce City, CO 80022 303-288-3901 Job Name : Strata Vail Building : FP24 Location : 705 W. LIONSHE CIRCLE VAIL, CO 81657 System : ONE Contract : 13207 Data File : Strata 7th Floor Bldg B Units.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 1 Strata Vail Date 08/24/15 HYDRAULIC CALCULATIONS for Project name:STRATA VAIL Location:705 W. LIONSHE CIRCLE VAIL, CO 81657 Drawing no:FP24 Date:08/24/15 Design Remote area number:ONE Remote area location:7TH FLOOR (UNIT) Occupancy classification:R-2/R-1/A-2/A-3/S-1/S-2/M Density:.10 - Gpm/SqFt Area of application:4 HEADS - SqFt Coverage per sprinkler:324 - SqFt Type of sprinklers calculated:PENDENT No. of sprinklers calculated:4 In-rack demand:N/A - GPM Hose streams:100 - GPM Total water required (including hose streams):193.0 - GPM @ 91.4 - Psi Type of system:WET SYSTEM Volume of dry or preaction system:N/A - Gal Water supply information Date:03/2015 Location:EXISTING CITY MAIN Source:VAIL WATER DEPARTMENT Name of contractor:ALL-STATE FIRE PROTECTION, INC. Address:6045 E. 76th AVENUE #12 COMMERCE CITY, CO 80022 Phone number:303-288-3901 Name of designer:E. KOLECKE Authority having jurisdiction:TOWN OF VAIL Notes: (Include peaking information or gridded systems here.) WATER FLOW TEST REDUCED by 10% Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, IncPage 2 Strata VailDate 08/24/15 10203040E50R60U70S80S90E100R110P120130140150200 400 600 800 1000 1200 1400 1600 1800FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 125 C2 - Residual Pressure: 120 C2 - Residual Flow : 1680 D1 - Elevation : 36.236 D2 - System Flow : 92.938 D2 - System Pressure : 91.374 Hose ( Demand ) : 100 D3 - System Demand : 192.938 Safety Margin : 33.535 D1D2D3Water Supply Curve CComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, IncPage 3 Strata VailDate 08/24/15 Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 6071 81 91 101 121 Zib Wilkins 350A Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used SummaryComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 4 Strata Vail Date 08/24/15 Node Elevation K-Fact Pt Pn Flow Density Area Press No.Actual Actual Req. 1 83.667 4.9 16.66 na 20.0 0.1 200 7.0 1A 84.0 17.46 na 2A 81.667 19.58 na A1 79.25 36.32 na A2 78.833 36.51 na A3 78.833 39.98 na A4 78.833 40.87 na A5 78.833 42.38 na A6 78.833 43.02 na A7 78.833 44.29 na SPB1 71.167 55.45 na SPB2 1.5 85.65 na SPB3 -7.75 89.66 na SPB4 -1.333 86.99 na SPB5 -1.333 86.99 na SPB6 -10.0 90.76 na BD -10.0 90.76 na BS -10.0 95.69 na BOR -7.0 94.4 na CITY 0.0 91.37 na 100.0 2 81.333 4.9 17.83 na 20.69 0.1 200 7.0 3 80.667 4.9 27.99 na 25.93 0.1 200 7.0 3A 80.333 31.03 na 3B 80.333 33.39 na 4 80.667 4.9 28.86 na 26.32 0.1 200 7.0 4A 80.333 31.98 na 11 78.5 40.12 na 11A 78.833 39.98 na 12 78.5 41.02 na 12A 78.833 40.87 na 13 78.5 42.53 na 13A 78.833 42.38 na 14 78.5 43.17 na 14A 78.833 43.02 na 15 78.5 44.43 na 15A 78.833 44.29 na The maximum velocity is 16.35 and it occurs in the pipe between nodes 4 and 4A Pressure / Flow Summary - STANDARD Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 5 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 20.00 0.811 E 2.797 0.333 16.660 K Factor = 4.90 to 150.0 0.0 2.797 -0.144 1A 20.0 0.3013 0.0 3.130 0.943 Vel = 12.42 1A 0.0 1.083 0.0 10.000 17.459 to 120.0 0.0 0.0 1.010 2A 20.0 0.1115 0.0 10.000 1.115 Vel = 6.97 2A 20.69 1.083 3E 7.008 25.000 19.584 to 120.0 T 5.84 12.848 1.047 A1 40.69 0.4145 0.0 37.848 15.688 Vel = 14.17 A1 0.0 2.207 0.0 0.500 36.319 to 120.0 0.0 0.0 0.181 A2 40.69 0.0120 0.0 0.500 0.006 Vel = 3.41 A2 52.25 2.207 E 6.88 37.583 36.506 to 120.0 T 13.76 20.640 0.0 A3 92.94 0.0596 0.0 58.223 3.472 Vel = 7.79 A3 0.0 2.207 0.0 15.000 39.978 to 120.0 0.0 0.0 0.0 A4 92.94 0.0596 0.0 15.000 0.894 Vel = 7.79 A4 0.0 2.207 T 13.76 11.583 40.872 to 120.0 0.0 13.760 0.0 A5 92.94 0.0597 0.0 25.343 1.512 Vel = 7.79 A5 0.0 2.207 0.0 10.750 42.384 to 120.0 0.0 0.0 0.0 A6 92.94 0.0596 0.0 10.750 0.641 Vel = 7.79 A6 0.0 2.207 T 13.76 7.375 43.025 to 120.0 0.0 13.760 0.0 A7 92.94 0.0596 0.0 21.135 1.260 Vel = 7.79 A7 0.0 2.207 5E 34.399 60.000 44.285 to 120.0 S 15.136 71.551 3.320 SPB1 92.94 0.0596 B 8.256 131.551 7.845 Vel = 7.79 T 13.76 SPB1 0.0 6.357 0.0 69.667 55.450 to 120.0 0.0 0.0 30.173 SPB2 92.94 0.0003 0.0 69.667 0.024 Vel = 0.94 SPB2 0.0 6.357 E 17.603 9.250 85.647 to 120.0 0.0 17.603 4.006 SPB3 92.94 0.0003 0.0 26.853 0.009 Vel = 0.94 SPB3 0.0 6.357 5E 88.014 192.542 89.662 to 120.0 B 12.573 109.388 -2.779 SPB5 92.94 0.0003 F 8.801 301.930 0.105 Vel = 0.94 0.0 92.94 86.988 K Factor = 9.96 SPB4 0.0 6.357 8E 140.822 32.583 86.988 to 120.0 T 37.72 178.542 0.0 SPB5 0.0 0.0 0.0 211.125 0.0 Vel = 0 SPB5 92.94 6.357 B 12.573 8.667 86.988 to 120.0 T 37.72 50.293 3.754 SPB6 92.94 0.0003 0.0 58.960 0.020 Vel = 0.94 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 6 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn SPB6 0.0 8.249 E 21.141 1.833 90.762 to 120.0 0.0 21.141 0.0 BD 92.94 0.0001 0.0 22.974 0.002 Vel = 0.56 BD 0.0 8.249 Zib 0.0 5.167 90.764 to 120.0 0.0 0.0 4.928 * * Fixed Loss = 4.928 BS 92.94 0.0 0.0 5.167 0.0 Vel = 0.56 BS 0.0 8.249 2E 42.282 6.083 95.692 to 120.0 0.0 42.282 -1.299 BOR 92.94 0.0001 0.0 48.365 0.005 Vel = 0.56 BOR 0.0 8.27 G 6.326 50.000 94.398 to 140.0 T 55.354 61.680 -3.032 CITY 92.94 0.0001 0.0 111.680 0.008 Vel = 0.56 100.00 Qa = 100.00 192.94 91.374 K Factor = 20.18 2 20.69 0.811 T 5.594 0.333 17.826 K Factor = 4.90 to 150.0 0.0 5.594 -0.145 2A 20.69 0.3211 0.0 5.927 1.903 Vel = 12.85 0.0 20.69 19.584 K Factor = 4.68 3 25.93 0.811 T 5.594 0.333 27.994 K Factor = 4.90 to 150.0 0.0 5.594 0.145 3A 25.93 0.4873 0.0 5.927 2.888 Vel = 16.10 3A 0.0 1.083 E 2.336 10.792 31.027 to 120.0 0.0 2.336 0.0 3B 25.93 0.1801 0.0 13.128 2.364 Vel = 9.03 3B 26.32 1.417 E 3.413 3.625 33.391 to 120.0 T 6.825 10.238 0.650 A2 52.25 0.1778 0.0 13.863 2.465 Vel = 10.63 0.0 52.25 36.506 K Factor = 8.65 4 26.32 0.811 T 5.594 0.333 28.862 K Factor = 4.90 to 150.0 0.0 5.594 0.145 4A 26.32 0.5013 0.0 5.927 2.971 Vel = 16.35 4A 0.0 1.083 T 5.84 1.792 31.978 to 120.0 0.0 5.840 0.0 3B 26.32 0.1851 0.0 7.632 1.413 Vel = 9.17 0.0 26.32 33.391 K Factor = 4.55 11 0.0 0.811 E 2.797 0.333 40.122 to 150.0 0.0 2.797 -0.144 11A 0.0 0.0 0.0 3.130 0.0 Vel = 0 11A 0.0 1.083 T 5.84 1.708 39.978 to 120.0 0.0 5.840 0.0 A3 0.0 0.0 0.0 7.548 0.0 Vel = 0 0.0 0.0 39.978 K Factor = 0 12 0.0 0.811 E 2.797 0.333 41.017 to 150.0 0.0 2.797 -0.144 12A 0.0 -0.0003 0.0 3.130 -0.001 Vel = 0 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 7 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 12A 0.0 1.083 T 5.84 1.708 40.872 to 120.0 0.0 5.840 0.0 A4 0.0 0.0 0.0 7.548 0.0 Vel = 0 0.0 0.0 40.872 K Factor = 0 13 0.0 0.811 E 2.797 0.333 42.528 to 150.0 0.0 2.797 -0.144 13A 0.0 0.0 0.0 3.130 0.0 Vel = 0 13A 0.0 1.083 T 5.84 1.792 42.384 to 120.0 0.0 5.840 0.0 A5 0.0 0.0 0.0 7.632 0.0 Vel = 0 0.0 0.0 42.384 K Factor = 0 14 0.0 0.811 E 2.797 0.333 43.169 to 150.0 0.0 2.797 -0.144 14A 0.0 0.0 0.0 3.130 0.0 Vel = 0 14A 0.0 1.083 T 5.84 1.792 43.025 to 120.0 0.0 5.840 0.0 A6 0.0 0.0 0.0 7.632 0.0 Vel = 0 0.0 0.0 43.025 K Factor = 0 15 0.0 0.811 E 2.797 0.333 44.429 to 150.0 0.0 2.797 -0.144 15A 0.0 0.0 0.0 3.130 0.0 Vel = 0 15A 0.0 1.083 E 2.336 5.167 44.285 to 120.0 T 5.84 8.176 0.0 A7 0.0 0.0 0.0 13.343 0.0 Vel = 0 0.0 0.0 44.285 K Factor = 0 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc 6045 E. 76th Avenue, #12 Commerce City, CO 80022 303-288-3901 Job Name : Strata Vail Building : FP24 Location : 705 W. LIONSHE CIRCLE VAIL, CO 81657 System : TWO Contract : 13207 Data File : Strata 7th Floor Bldg B Hallway.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 1 Strata Vail Date 08/24/15 HYDRAULIC CALCULATIONS for Project name:STRATA VAIL Location:705 W. LIONSHE CIRCLE VAIL, CO 81657 Drawing no:FP24 Date:08/24/15 Design Remote area number:TWO Remote area location:7TH FLOOR (HALLWAY) Occupancy classification:R-2/R-1/A-2/A-3/S-1/S-2/M Density:.10 - Gpm/SqFt Area of application:5 HEADS - SqFt Coverage per sprinkler:225 - SqFt Type of sprinklers calculated:PENDENT No. of sprinklers calculated:5 In-rack demand:N/A - GPM Hose streams:100 - GPM Total water required (including hose streams):214.1 - GPM @ 71.0 - Psi Type of system:WET SYSTEM Volume of dry or preaction system:N/A - Gal Water supply information Date:03/2015 Location:EXISTING CITY MAIN Source:VAIL WATER DEPARTMENT Name of contractor:ALL-STATE FIRE PROTECTION, INC. Address:6045 E. 76th AVENUE #12 COMMERCE CITY, CO 80022 Phone number:303-288-3901 Name of designer:E. KOLECKE Authority having jurisdiction:TOWN OF VAIL Notes: (Include peaking information or gridded systems here.) WATER FLOW TEST REDUCED by 10% Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, IncPage 2 Strata VailDate 08/24/15 10203040E50R60U70S80S90E100R110P120130140150200 400 600 800 1000 1200 1400 1600 1800FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 125 C2 - Residual Pressure: 120 C2 - Residual Flow : 1680 D1 - Elevation : 33.998 D2 - System Flow : 114.024 D2 - System Pressure : 70.954 Hose ( Demand ) : 100 D3 - System Demand : 214.024 Safety Margin : 53.936 D1D2D3Water Supply Curve CComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, IncPage 3 Strata VailDate 08/24/15 Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 6071 81 91 101 121 Zib Wilkins 350A Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used SummaryComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 4 Strata Vail Date 08/24/15 Node Elevation K-Fact Pt Pn Flow Density Area Press No.Actual Actual Req. 1 83.667 16.12 na 1A 84.0 15.98 na 2A 81.667 16.99 na A1 79.25 18.04 na A2 78.833 18.22 na A3 78.833 18.22 na A4 78.833 18.28 na A5 78.833 18.68 na A6 78.833 19.04 na A7 78.833 20.24 na SPB1 71.167 35.02 na SPB2 1.5 65.22 na SPB3 -7.75 69.24 na SPB4 -1.333 66.62 na SPB5 -1.333 66.62 na SPB6 -10.0 70.4 na BD -10.0 70.4 na BS -10.0 75.27 na BOR -7.0 73.97 na CITY 0.0 70.95 na 100.0 2 81.333 17.14 na 3 80.667 17.42 na 3A 80.333 17.57 na 3B 80.333 17.57 na 4 80.667 17.42 na 4A 80.333 17.57 na 11 78.5 5.6 16.14 na 22.5 0.1 225 7.0 11A 78.833 17.17 na 12 78.5 5.6 16.2 na 22.54 0.1 225 7.0 12A 78.833 17.23 na 13 78.5 5.6 16.54 na 22.78 0.1 225 7.0 13A 78.833 17.6 na 14 78.5 5.6 16.86 na 22.99 0.1 225 7.0 14A 78.833 17.94 na 15 78.5 5.6 17.19 na 23.22 0.1 225 7.0 15A 78.833 18.29 na The maximum velocity is 14.42 and it occurs in the pipe between nodes 15 and 15A Pressure / Flow Summary - STANDARD Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 5 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 0.0 0.811 E 2.797 0.333 16.125 to 150.0 0.0 2.797 -0.144 1A 0.0 -0.0003 0.0 3.130 -0.001 Vel = 0 1A 0.0 1.083 0.0 10.000 15.980 to 120.0 0.0 0.0 1.010 2A 0.0 0.0001 0.0 10.000 0.001 Vel = 0 2A 0.0 1.083 3E 7.008 25.000 16.991 to 120.0 T 5.84 12.848 1.047 A1 0.0 0.0 0.0 37.848 0.0 Vel = 0 A1 0.0 2.207 0.0 0.500 18.038 to 120.0 0.0 0.0 0.181 A2 0.0 -0.0020 0.0 0.500 -0.001 Vel = 0 A2 0.0 2.207 E 6.88 37.583 18.218 to 120.0 T 13.76 20.640 0.0 A3 0.0 0.0 0.0 58.223 0.0 Vel = 0 A3 22.50 2.207 0.0 15.000 18.218 to 120.0 0.0 0.0 0.0 A4 22.5 0.0043 0.0 15.000 0.065 Vel = 1.89 A4 22.54 2.207 T 13.76 11.583 18.283 to 120.0 0.0 13.760 0.0 A5 45.04 0.0156 0.0 25.343 0.396 Vel = 3.78 A5 22.78 2.207 0.0 10.750 18.679 to 120.0 0.0 0.0 0.0 A6 67.82 0.0333 0.0 10.750 0.358 Vel = 5.69 A6 22.99 2.207 T 13.76 7.375 19.037 to 120.0 0.0 13.760 0.0 A7 90.81 0.0571 0.0 21.135 1.207 Vel = 7.62 A7 23.21 2.207 5E 34.399 60.000 20.244 to 120.0 S 15.136 71.551 3.320 SPB1 114.02 0.0871 B 8.256 131.551 11.452 Vel = 9.56 T 13.76 SPB1 0.0 6.357 0.0 69.667 35.016 to 120.0 0.0 0.0 30.173 SPB2 114.02 0.0005 0.0 69.667 0.035 Vel = 1.15 SPB2 0.0 6.357 E 17.603 9.250 65.224 to 120.0 0.0 17.603 4.006 SPB3 114.02 0.0005 0.0 26.853 0.014 Vel = 1.15 SPB3 0.0 6.357 5E 88.014 192.542 69.244 to 120.0 B 12.573 109.388 -2.779 SPB5 114.02 0.0005 F 8.801 301.930 0.152 Vel = 1.15 0.0 114.02 66.617 K Factor = 13.97 SPB4 0.0 6.357 8E 140.822 32.583 66.617 to 120.0 T 37.72 178.542 0.0 SPB5 0.0 0.0 0.0 211.125 0.0 Vel = 0 SPB5 114.02 6.357 B 12.573 8.667 66.617 to 120.0 T 37.72 50.293 3.754 SPB6 114.02 0.0005 0.0 58.960 0.029 Vel = 1.15 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 6 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn SPB6 0.0 8.249 E 21.141 1.833 70.400 to 120.0 0.0 21.141 0.0 BD 114.02 0.0001 0.0 22.974 0.003 Vel = 0.68 BD 0.0 8.249 Zib 0.0 5.167 70.403 to 120.0 0.0 0.0 4.862 * * Fixed Loss = 4.862 BS 114.02 0.0002 0.0 5.167 0.001 Vel = 0.68 BS 0.0 8.249 2E 42.282 6.083 75.266 to 120.0 0.0 42.282 -1.299 BOR 114.02 0.0001 0.0 48.365 0.006 Vel = 0.68 BOR 0.0 8.27 G 6.326 50.000 73.973 to 140.0 T 55.354 61.680 -3.032 CITY 114.02 0.0001 0.0 111.680 0.013 Vel = 0.68 100.00 Qa = 100.00 214.02 70.954 K Factor = 25.41 2 0.0 0.811 T 5.594 0.333 17.135 to 150.0 0.0 5.594 -0.145 2A 0.0 0.0002 0.0 5.927 0.001 Vel = 0 0.0 0.0 16.991 K Factor = 0 3 0.0 0.811 T 5.594 0.333 17.424 to 150.0 0.0 5.594 0.145 3A 0.0 -0.0002 0.0 5.927 -0.001 Vel = 0 3A 0.0 1.083 E 2.336 10.792 17.568 to 120.0 0.0 2.336 0.0 3B 0.0 0.0 0.0 13.128 0.0 Vel = 0 3B 0.0 1.417 E 3.413 3.625 17.568 to 120.0 T 6.825 10.238 0.650 A2 0.0 0.0 0.0 13.863 0.0 Vel = 0 0.0 0.0 18.218 K Factor = 0 4 0.0 0.811 T 5.594 0.333 17.424 to 150.0 0.0 5.594 0.145 4A 0.0 -0.0002 0.0 5.927 -0.001 Vel = 0 4A 0.0 1.083 T 5.84 1.792 17.568 to 120.0 0.0 5.840 0.0 3B 0.0 0.0 0.0 7.632 0.0 Vel = 0 0.0 0.0 17.568 K Factor = 0 11 22.50 0.811 E 2.797 0.333 16.143 K Factor = 5.60 to 150.0 0.0 2.797 -0.144 11A 22.5 0.3751 0.0 3.130 1.174 Vel = 13.97 11A 0.0 1.083 T 5.84 1.708 17.173 to 120.0 0.0 5.840 0.0 A3 22.5 0.1384 0.0 7.548 1.045 Vel = 7.84 0.0 22.50 18.218 K Factor = 5.27 12 22.54 0.811 E 2.797 0.333 16.201 K Factor = 5.60 to 150.0 0.0 2.797 -0.144 12A 22.54 0.3760 0.0 3.130 1.177 Vel = 14.00 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 7 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 12A 0.0 1.083 T 5.84 1.708 17.234 to 120.0 0.0 5.840 0.0 A4 22.54 0.1390 0.0 7.548 1.049 Vel = 7.85 0.0 22.54 18.283 K Factor = 5.27 13 22.78 0.811 E 2.797 0.333 16.541 K Factor = 5.60 to 150.0 0.0 2.797 -0.144 13A 22.78 0.3834 0.0 3.130 1.200 Vel = 14.15 13A 0.0 1.083 T 5.84 1.792 17.597 to 120.0 0.0 5.840 0.0 A5 22.78 0.1418 0.0 7.632 1.082 Vel = 7.93 0.0 22.78 18.679 K Factor = 5.27 14 22.99 0.811 E 2.797 0.333 16.859 K Factor = 5.60 to 150.0 0.0 2.797 -0.144 14A 22.99 0.3901 0.0 3.130 1.221 Vel = 14.28 14A 0.0 1.083 T 5.84 1.792 17.936 to 120.0 0.0 5.840 0.0 A6 22.99 0.1443 0.0 7.632 1.101 Vel = 8.01 0.0 22.99 19.037 K Factor = 5.27 15 23.22 0.811 E 2.797 0.333 17.186 K Factor = 5.60 to 150.0 0.0 2.797 -0.144 15A 23.22 0.3971 0.0 3.130 1.243 Vel = 14.42 15A 0.0 1.083 E 2.336 5.167 18.285 to 120.0 T 5.84 8.176 0.0 A7 23.22 0.1468 0.0 13.343 1.959 Vel = 8.09 0.0 23.22 20.244 K Factor = 5.16 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc 6045 E. 76th Avenue, #12 Commerce City, CO 80022 303-288-3901 Job Name : Strata Vail Building : FP15 Location : 705 W. LIONSHE CIRCLE VAIL, CO 81657 System : THREE Contract : 13207 Data File : Strata 2nd Floor Bldg B Loading Dock.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 1 Strata Vail Date 08/24/15 HYDRAULIC CALCULATIONS for Project name:STRATA VAIL Location:705 W. LIONSHE CIRCLE VAIL, CO 81657 Drawing no:FP15 Date:08/24/15 Design Remote area number:THREE Remote area location:2ND FLOOR (LOADING DOCK) Occupancy classification:R-2/R-1/A-2/A-3/S-1/S-2/M Density:.20 - Gpm/SqFt Area of application:1733 - SqFt Coverage per sprinkler:130 - SqFt Type of sprinklers calculated:DRY PENDENT No. of sprinklers calculated:19 In-rack demand:N/A - GPM Hose streams:250 - GPM Total water required (including hose streams):776.4 - GPM @ 98.3 - Psi Type of system:DRY SYSTEM Volume of dry or preaction system:300 - Gal Water supply information Date:03/2015 Location:EXISTING CITY MAIN Source:VAIL WATER DEPARTMENT Name of contractor:ALL-STATE FIRE PROTECTION, INC. Address:6045 E. 76th AVENUE #12 COMMERCE CITY, CO 80022 Phone number:303-288-3901 Name of designer:E. KOLECKE Authority having jurisdiction:TOWN OF VAIL Notes: (Include peaking information or gridded systems here.) WATER FLOW TEST REDUCED by 10% Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, IncPage 2 Strata VailDate 08/24/15 10203040E50R60U70S80S90E100R110P120130140150200 400 600 800 1000 1200 1400 1600 1800FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 125 C2 - Residual Pressure: 120 C2 - Residual Flow : 1680 D1 - Elevation : 7.363 D2 - System Flow : 526.377 D2 - System Pressure : 98.308 Hose ( Demand ) : 250 D3 - System Demand : 776.377 Safety Margin : 25.493 D1D2D3Water Supply Curve CComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, IncPage 3 Strata VailDate 08/24/15 Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 D Dry Rel D28 47 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 6071 81 91 101 121 Zib Wilkins 350A Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used SummaryComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 4 Strata Vail Date 08/24/15 Node Elevation K-Fact Pt Pn Flow Density Area Press No.Actual Actual Req. 21 17.0 5.6 23.72 na 27.27 0.2 130 7.0 21A 17.5 24.8 na 22A 17.5 25.16 na 23A 17.5 25.91 na B1 17.5 28.13 na B2 17.5 28.22 na B3 17.5 28.55 na B4 17.5 29.55 na B5 17.5 31.79 na B6 17.5 40.98 na B7 10.75 45.83 na B8 -3.0 57.78 na B9 -2.0 89.74 na DVD1 -7.0 92.3 na DVS1 -8.333 95.19 na B10 -10.0 98.5 na B11 -10.0 98.68 na SPB6 -10.0 98.69 na BD -10.0 98.74 na BS -10.0 102.32 na BOR -7.0 101.14 na CITY 0.0 98.31 na 250.0 22 17.0 5.6 24.07 na 27.47 0.2 130 7.0 23 17.0 5.6 24.78 na 27.88 0.2 130 7.0 24 17.0 5.6 23.79 na 27.32 0.2 130 7.0 24A 17.5 24.88 na 25A 17.5 25.24 na 26A 17.5 25.99 na 25 17.0 5.6 24.14 na 27.52 0.2 130 7.0 26 17.0 5.6 24.86 na 27.92 0.2 130 7.0 27 17.0 5.6 24.08 na 27.48 0.2 130 7.0 27A 17.5 25.17 na 28A 17.5 25.54 na 29A 17.5 26.3 na 28 17.0 5.6 24.43 na 27.68 0.2 130 7.0 29 17.0 5.6 25.15 na 28.09 0.2 130 7.0 30 17.0 5.6 21.56 na 26.0 0.2 130 7.0 30A 17.5 22.52 na 31A 17.5 22.68 na 32A 17.5 23.47 na 33A 17.5 25.27 na 31 17.0 5.6 21.7 na 26.09 0.2 130 7.0 32 17.0 5.6 22.46 na 26.54 0.2 130 7.0 33 17.0 5.6 24.17 na 27.53 0.2 130 7.0 34 17.0 5.6 29.16 na 30.24 0.2 130 7.0 34A 17.5 29.11 na 35 17.0 5.6 22.84 na 26.76 0.2 130 7.0 35A 17.5 23.88 na 35B 17.5 24.55 na 37A 17.5 25.3 na 38A 17.5 27.22 na 36 17.0 5.6 23.46 na 27.12 0.2 130 7.0 36A 17.5 24.52 na 37 17.0 5.6 24.2 na 27.55 0.2 130 7.0 38 17.0 5.6 26.02 na 28.57 0.2 130 7.0 39 17.0 5.6 31.36 na 31.36 0.2 130 7.0 39A 17.5 31.32 na The maximum velocity is 19.58 and it occurs in the pipe between nodes B5 and B6 Pressure / Flow Summary - STANDARD Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 5 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 21 27.27 1.083 T 4.168 0.500 23.720 K Factor = 5.60 to 100.0 0.0 4.168 -0.217 21A 27.27 0.2772 0.0 4.668 1.294 Vel = 9.50 21A 0.0 1.732 0.0 13.000 24.797 to 100.0 0.0 0.0 0.0 22A 27.27 0.0282 0.0 13.000 0.366 Vel = 3.71 22A 27.48 1.732 0.0 7.333 25.163 to 100.0 0.0 0.0 0.0 23A 54.75 0.1021 0.0 7.333 0.749 Vel = 7.46 23A 27.88 1.732 T 8.149 2.000 25.912 to 100.0 0.0 8.149 0.0 B1 82.63 0.2188 0.0 10.149 2.221 Vel = 11.25 B1 0.0 3.314 0.0 9.500 28.133 to 100.0 0.0 0.0 0.0 B2 82.63 0.0093 0.0 9.500 0.088 Vel = 3.07 B2 82.75 3.314 0.0 9.917 28.221 to 100.0 0.0 0.0 0.0 B3 165.38 0.0336 0.0 9.917 0.333 Vel = 6.15 B3 83.24 3.314 0.0 14.000 28.554 to 100.0 0.0 0.0 0.0 B4 248.62 0.0712 0.0 14.000 0.997 Vel = 9.25 B4 136.40 3.314 0.0 14.000 29.551 to 100.0 0.0 0.0 0.0 B5 385.02 0.1600 0.0 14.000 2.240 Vel = 14.32 B5 141.36 3.314 3E 21.821 10.375 31.791 to 100.0 0.0 21.821 0.0 B6 526.38 0.2854 0.0 32.196 9.188 Vel = 19.58 B6 0.0 3.314 0.0 6.750 40.979 to 100.0 0.0 0.0 2.923 B7 526.38 0.2855 0.0 6.750 1.927 Vel = 19.58 B7 0.0 3.314 E 7.274 13.750 45.829 to 100.0 0.0 7.274 5.955 B8 526.38 0.2854 0.0 21.024 6.000 Vel = 19.58 B8 0.0 4.314 10E 99.918 298.000 57.784 to 100.0 3F 11.99 111.909 -0.433 B9 526.38 0.0790 0.0 409.909 32.386 Vel = 11.55 B9 0.0 4.314 0.0 5.000 89.737 to 100.0 0.0 0.0 2.166 DVD1 526.38 0.0790 0.0 5.000 0.395 Vel = 11.55 DVD1 0.0 4.314 D 27.977 1.333 92.298 to 100.0 0.0 27.978 0.577 DVS1 526.38 0.0790 0.0 29.311 2.316 Vel = 11.55 DVS1 0.0 4.314 B 16.8 1.167 95.191 to 120.0 T 28.0 44.800 0.722 B10 526.38 0.0564 0.0 45.967 2.592 Vel = 11.55 B10 0.0 8.249 E 21.141 12.667 98.505 to 120.0 T 41.108 62.249 0.0 B11 526.38 0.0024 0.0 74.916 0.180 Vel = 3.16 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 6 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn B11 0.0 8.249 0.0 1.167 98.685 to 120.0 0.0 0.0 0.0 SPB6 526.38 0.0017 0.0 1.167 0.002 Vel = 3.16 SPB6 0.0 8.249 E 21.141 1.833 98.687 to 120.0 0.0 21.141 0.0 BD 526.38 0.0024 0.0 22.974 0.055 Vel = 3.16 BD 0.0 8.249 Zib 0.0 5.167 98.742 to 120.0 0.0 0.0 3.569 * * Fixed Loss = 3.569 BS 526.38 0.0025 0.0 5.167 0.013 Vel = 3.16 BS 0.0 8.249 2E 42.282 6.083 102.324 to 120.0 0.0 42.282 -1.299 BOR 526.38 0.0024 0.0 48.365 0.116 Vel = 3.16 BOR 0.0 8.27 G 6.326 50.000 101.141 to 140.0 T 55.354 61.680 -3.032 CITY 526.38 0.0018 0.0 111.680 0.199 Vel = 3.14 250.00 Qa = 250.00 776.38 98.308 K Factor = 78.30 22 27.47 1.083 T 4.168 0.500 24.069 K Factor = 5.60 to 100.0 0.0 4.168 -0.217 22A 27.47 0.2808 0.0 4.668 1.311 Vel = 9.57 0.0 27.47 25.163 K Factor = 5.48 23 27.88 1.083 T 4.168 0.500 24.782 K Factor = 5.60 to 100.0 0.0 4.168 -0.217 23A 27.88 0.2886 0.0 4.668 1.347 Vel = 9.71 0.0 27.88 25.912 K Factor = 5.48 24 27.32 1.083 T 4.168 0.500 23.795 K Factor = 5.60 to 100.0 0.0 4.168 -0.217 24A 27.32 0.2781 0.0 4.668 1.298 Vel = 9.52 24A 0.0 1.732 0.0 13.000 24.876 to 100.0 0.0 0.0 0.0 25A 27.32 0.0282 0.0 13.000 0.367 Vel = 3.72 25A 27.51 1.732 0.0 7.333 25.243 to 100.0 0.0 0.0 0.0 26A 54.83 0.1024 0.0 7.333 0.751 Vel = 7.47 26A 27.92 1.732 T 8.149 2.000 25.994 to 100.0 0.0 8.149 0.0 B2 82.75 0.2194 0.0 10.149 2.227 Vel = 11.27 0.0 82.75 28.221 K Factor = 15.58 25 27.52 1.083 T 4.168 0.500 24.144 K Factor = 5.60 to 100.0 0.0 4.168 -0.217 25A 27.52 0.2819 0.0 4.668 1.316 Vel = 9.58 0.0 27.52 25.243 K Factor = 5.48 26 27.92 1.083 T 4.168 0.500 24.860 K Factor = 5.60 to 100.0 0.0 4.168 -0.217 26A 27.92 0.2894 0.0 4.668 1.351 Vel = 9.72 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 7 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 27.92 25.994 K Factor = 5.48 27 27.48 1.083 T 4.168 0.500 24.076 K Factor = 5.60 to 100.0 0.0 4.168 -0.217 27A 27.48 0.2811 0.0 4.668 1.312 Vel = 9.57 27A 0.0 1.732 0.0 13.000 25.171 to 100.0 0.0 0.0 0.0 28A 27.48 0.0285 0.0 13.000 0.371 Vel = 3.74 28A 27.68 1.732 0.0 7.333 25.542 to 100.0 0.0 0.0 0.0 29A 55.16 0.1036 0.0 7.333 0.760 Vel = 7.51 29A 28.08 1.732 T 8.149 2.000 26.302 to 100.0 0.0 8.149 0.0 B3 83.24 0.2219 0.0 10.149 2.252 Vel = 11.34 0.0 83.24 28.554 K Factor = 15.58 28 27.68 1.083 T 4.168 0.500 24.430 K Factor = 5.60 to 100.0 0.0 4.168 -0.217 28A 27.68 0.2847 0.0 4.668 1.329 Vel = 9.64 0.0 27.68 25.542 K Factor = 5.48 29 28.09 1.083 T 4.168 0.500 25.153 K Factor = 5.60 to 100.0 0.0 4.168 -0.217 29A 28.09 0.2926 0.0 4.668 1.366 Vel = 9.78 0.0 28.09 26.302 K Factor = 5.48 30 26.00 1.083 T 4.168 0.500 21.556 K Factor = 5.60 to 100.0 0.0 4.168 -0.217 30A 26.0 0.2539 0.0 4.668 1.185 Vel = 9.06 30A 0.0 1.732 0.0 6.000 22.524 to 100.0 0.0 0.0 0.0 31A 26.0 0.0257 0.0 6.000 0.154 Vel = 3.54 31A 26.09 1.732 0.0 8.500 22.678 to 100.0 0.0 0.0 0.0 32A 52.09 0.0932 0.0 8.500 0.792 Vel = 7.09 32A 26.54 1.732 0.0 9.000 23.470 to 100.0 0.0 0.0 0.0 33A 78.63 0.1997 0.0 9.000 1.797 Vel = 10.71 33A 27.53 1.732 T 8.149 4.167 25.267 to 100.0 0.0 8.149 0.0 B4 106.16 0.3478 0.0 12.316 4.284 Vel = 14.46 0.0 106.16 29.551 K Factor = 19.53 31 26.09 1.083 T 4.168 0.500 21.703 K Factor = 5.60 to 100.0 0.0 4.168 -0.217 31A 26.09 0.2554 0.0 4.668 1.192 Vel = 9.09 0.0 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 8 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 26.09 22.678 K Factor = 5.48 32 26.54 1.083 T 4.168 0.500 22.457 K Factor = 5.60 to 100.0 0.0 4.168 -0.217 32A 26.54 0.2635 0.0 4.668 1.230 Vel = 9.24 0.0 26.54 23.470 K Factor = 5.48 33 27.53 1.083 T 4.168 0.500 24.167 K Factor = 5.60 to 100.0 0.0 4.168 -0.217 33A 27.53 0.2821 0.0 4.668 1.317 Vel = 9.59 0.0 27.53 25.267 K Factor = 5.48 34 30.24 1.083 0.0 0.500 29.158 K Factor = 5.60 to 100.0 0.0 0.0 -0.217 34A 30.24 0.3360 0.0 0.500 0.168 Vel = 10.53 34A 0.0 1.732 T 8.149 4.833 29.109 to 100.0 0.0 8.149 0.0 B4 30.24 0.0340 0.0 12.982 0.442 Vel = 4.12 0.0 30.24 29.551 K Factor = 5.56 35 26.76 1.083 T 4.168 0.500 22.843 K Factor = 5.60 to 100.0 0.0 4.168 -0.217 35A 26.76 0.2678 0.0 4.668 1.250 Vel = 9.32 35A 0.0 1.732 E 4.074 12.542 23.876 to 100.0 T 8.149 12.224 0.0 35B 26.76 0.0272 0.0 24.766 0.673 Vel = 3.64 35B 27.13 1.732 0.0 7.550 24.549 to 100.0 0.0 0.0 0.0 37A 53.89 0.0992 0.0 7.550 0.749 Vel = 7.34 37A 27.55 1.732 0.0 9.000 25.298 to 100.0 0.0 0.0 0.0 38A 81.44 0.2131 0.0 9.000 1.918 Vel = 11.09 38A 28.56 1.732 T 8.149 4.167 27.216 to 100.0 0.0 8.149 0.0 B5 110.0 0.3715 0.0 12.316 4.575 Vel = 14.98 0.0 110.00 31.791 K Factor = 19.51 36 27.12 1.083 T 4.168 0.500 23.459 K Factor = 5.60 to 100.0 0.0 4.168 -0.217 36A 27.12 0.2742 0.0 4.668 1.280 Vel = 9.45 36A 0.0 1.732 0.0 0.958 24.522 to 100.0 0.0 0.0 0.0 35B 27.12 0.0282 0.0 0.958 0.027 Vel = 3.69 0.0 27.12 24.549 K Factor = 5.47 37 27.55 1.083 T 4.168 0.500 24.197 K Factor = 5.60 to 100.0 0.0 4.168 -0.217 37A 27.55 0.2823 0.0 4.668 1.318 Vel = 9.60 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 9 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 27.55 25.298 K Factor = 5.48 38 28.57 1.083 T 4.168 0.500 26.023 K Factor = 5.60 to 100.0 0.0 4.168 -0.217 38A 28.57 0.3021 0.0 4.668 1.410 Vel = 9.95 0.0 28.57 27.216 K Factor = 5.48 39 31.36 1.083 0.0 0.500 31.355 K Factor = 5.60 to 100.0 0.0 0.0 -0.217 39A 31.36 0.3600 0.0 0.500 0.180 Vel = 10.92 39A 0.0 1.732 T 8.149 4.833 31.318 to 100.0 0.0 8.149 0.0 B5 31.36 0.0364 0.0 12.982 0.473 Vel = 4.27 0.0 31.36 31.791 K Factor = 5.56 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc 6045 E. 76th Avenue, #12 Commerce City, CO 80022 303-288-3901 Job Name : Strata Vail Building : FP13 Location : 705 W. LIONSHE CIRCLE VAIL, CO 81657 System : FOUR Contract : 13207 Data File : Strata 1st Floor Bldg B Pool.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 1 Strata Vail Date 08/24/15 HYDRAULIC CALCULATIONS for Project name:STRATA VAIL Location:705 W. LIONSHE CIRCLE VAIL, CO 81657 Drawing no:FP13 Date:08/24/15 Design Remote area number:FOUR Remote area location:1ST FLOOR (POOL) Occupancy classification:R-2/R-1/A-2/A-3/S-1/S-2/M Density:.10 - Gpm/SqFt Area of application:1090 - SqFt Coverage per sprinkler:225 - SqFt Type of sprinklers calculated:PENDENT No. of sprinklers calculated:12 In-rack demand:N/A - GPM Hose streams:100 - GPM Total water required (including hose streams):420.8 - GPM @ 112.7 - Psi Type of system:WET SYSTEM Volume of dry or preaction system:N/A - Gal Water supply information Date:03/2015 Location:EXISTING CITY MAIN Source:VAIL WATER DEPARTMENT Name of contractor:ALL-STATE FIRE PROTECTION, INC. Address:6045 E. 76th AVENUE #12 COMMERCE CITY, CO 80022 Phone number:303-288-3901 Name of designer:E. KOLECKE Authority having jurisdiction:TOWN OF VAIL Notes: (Include peaking information or gridded systems here.) WATER FLOW TEST REDUCED by 10% Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, IncPage 2 Strata VailDate 08/24/15 10203040E50R60U70S80S90E100R110P120130140150200 400 600 800 1000 1200 1400 1600 1800FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 125 C2 - Residual Pressure: 120 C2 - Residual Flow : 1680 D1 - Elevation : 3.609 D2 - System Flow : 320.807 D2 - System Pressure : 112.635 Hose ( Demand ) : 100 D3 - System Demand : 420.807 Safety Margin : 11.979 D1D2D3Water Supply Curve CComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, IncPage 3 Strata VailDate 08/24/15 Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 6071 81 91 101 121 Zib Wilkins 350A Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used SummaryComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 4 Strata Vail Date 08/24/15 Node Elevation K-Fact Pt Pn Flow Density Area Press No.Actual Actual Req. 41 8.333 5.6 16.14 na 22.5 0.1 225 7.0 41A 9.75 16.05 na 42A 9.75 17.43 na 43A 9.75 26.31 na 44A 9.75 30.57 na C1 10.417 47.61 na C2 9.75 49.34 na C3 9.917 58.42 na SPB2 1.5 105.58 na SPB3 -7.75 109.67 na SPB4 -1.333 107.92 na SPB5 -1.333 108.65 na SPB6 -10.0 112.6 na BD -10.0 112.62 na BS -10.0 116.84 na BOR -7.0 115.59 na CITY 0.0 112.64 na 100.0 42 8.333 5.6 16.99 na 23.09 0.1 225 7.0 43 9.083 5.6 24.48 na 27.71 0.1 225 7.0 44 9.167 5.6 28.23 na 29.75 0.1 225 7.0 45 8.333 5.6 18.62 na 24.16 0.1 225 7.0 45A 9.75 18.62 na 46A 9.75 20.16 na 46B 9.75 27.23 na 46 8.333 5.6 19.55 na 24.76 0.1 225 7.0 47 8.333 5.6 18.75 na 24.25 0.1 225 7.0 47A 9.75 18.76 na 48A 9.75 20.35 na 48 8.333 5.6 19.73 na 24.87 0.1 225 7.0 49 8.333 5.6 34.14 na 32.72 0.1 225 7.0 49A 8.917 35.48 na 50A 8.917 38.25 na 50B 8.917 39.28 na C5 9.583 57.07 na 50 8.333 5.6 35.83 na 33.52 0.1 225 7.0 51 8.333 5.6 22.23 na 26.4 0.1 225 7.0 51A 8.917 22.52 na 52A 8.917 24.38 na 52 8.333 5.6 23.38 na 27.08 0.1 225 7.0 The maximum velocity is 23.07 and it occurs in the pipe between nodes 50A and 50B Pressure / Flow Summary - STANDARD Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 5 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 41 22.50 1.083 E 2.336 1.417 16.143 K Factor = 5.60 to 120.0 0.0 2.336 -0.614 41A 22.5 0.1386 0.0 3.753 0.520 Vel = 7.84 41A 0.0 1.083 0.0 10.000 16.049 to 120.0 0.0 0.0 0.0 42A 22.5 0.1386 0.0 10.000 1.386 Vel = 7.84 42A 23.09 1.083 4E 9.344 8.000 17.435 to 120.0 0.0 9.344 0.0 43A 45.59 0.5115 0.0 17.344 8.871 Vel = 15.88 43A 27.70 1.417 2E 6.825 6.000 26.306 to 120.0 0.0 6.825 0.0 44A 73.29 0.3326 0.0 12.825 4.265 Vel = 14.91 44A 29.75 1.417 E 3.413 17.500 30.571 to 120.0 T 6.825 10.238 -0.289 C1 103.04 0.6246 0.0 27.738 17.324 Vel = 20.96 C1 0.0 2.703 5E 46.627 7.167 47.606 to 120.0 0.0 46.627 0.289 C2 103.04 0.0269 0.0 53.794 1.447 Vel = 5.76 C2 98.05 2.703 6E 55.952 24.167 49.342 to 120.0 T 18.651 74.603 -0.072 C3 201.09 0.0926 0.0 98.770 9.151 Vel = 11.24 C3 119.72 3.314 27E 275.165 199.083 58.421 to 120.0 S 23.294 334.856 3.645 SPB2 320.81 0.0815 B 14.559 533.939 43.509 Vel = 11.93 T 21.838 SPB2 0.0 6.357 E 17.603 9.250 105.575 to 120.0 0.0 17.603 4.006 SPB3 320.81 0.0034 0.0 26.853 0.092 Vel = 3.24 SPB3 0.0 6.357 5E 88.014 192.542 109.673 to 120.0 B 12.573 109.388 -2.779 SPB4 320.81 0.0034 F 8.801 301.930 1.031 Vel = 3.24 SPB4 0.0 6.357 8E 140.822 32.583 107.925 to 120.0 T 37.72 178.542 0.0 SPB5 320.81 0.0034 0.0 211.125 0.721 Vel = 3.24 SPB5 0.0 6.357 B 12.573 8.667 108.646 to 120.0 T 37.72 50.293 3.754 SPB6 320.81 0.0034 0.0 58.960 0.201 Vel = 3.24 SPB6 0.0 8.249 E 21.141 1.833 112.601 to 120.0 0.0 21.141 0.0 BD 320.81 0.0010 0.0 22.974 0.022 Vel = 1.93 BD 0.0 8.249 Zib 0.0 5.167 112.623 to 120.0 0.0 0.0 4.213 * * Fixed Loss = 4.213 BS 320.81 0.0008 0.0 5.167 0.004 Vel = 1.93 BS 0.0 8.249 2E 42.282 6.083 116.840 to 120.0 0.0 42.282 -1.299 BOR 320.81 0.0010 0.0 48.365 0.046 Vel = 1.93 BOR 0.0 8.27 G 6.326 50.000 115.587 to 140.0 T 55.354 61.680 -3.032 CITY 320.81 0.0007 0.0 111.680 0.080 Vel = 1.92 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 6 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 100.00 Qa = 100.00 420.81 112.635 K Factor = 39.65 42 23.09 1.083 T 5.84 1.417 16.994 K Factor = 5.60 to 120.0 0.0 5.840 -0.614 42A 23.09 0.1454 0.0 7.257 1.055 Vel = 8.04 0.0 23.09 17.435 K Factor = 5.53 43 27.71 1.083 E 2.336 2.208 24.480 K Factor = 5.60 to 120.0 T 5.84 8.176 -0.289 43A 27.71 0.2037 0.0 10.384 2.115 Vel = 9.65 0.0 27.71 26.306 K Factor = 5.40 44 29.75 1.083 E 2.336 3.000 28.227 K Factor = 5.60 to 120.0 T 5.84 8.176 -0.252 44A 29.75 0.2323 0.0 11.176 2.596 Vel = 10.36 0.0 29.75 30.571 K Factor = 5.38 45 24.16 1.083 E 2.336 1.583 18.615 K Factor = 5.60 to 120.0 0.0 2.336 -0.614 45A 24.16 0.1582 0.0 3.919 0.620 Vel = 8.41 45A 0.0 1.083 0.0 9.750 18.621 to 120.0 0.0 0.0 0.0 46A 24.16 0.1581 0.0 9.750 1.541 Vel = 8.41 46A 24.76 1.083 E 2.336 3.958 20.162 to 120.0 T 5.84 8.176 0.0 46B 48.92 0.5829 0.0 12.134 7.073 Vel = 17.04 46B 49.12 1.65 8E 36.062 36.375 27.235 to 120.0 T 9.016 45.078 0.0 C2 98.04 0.2714 0.0 81.453 22.107 Vel = 14.71 0.0 98.04 49.342 K Factor = 13.96 46 24.76 1.083 T 5.84 1.583 19.548 K Factor = 5.60 to 120.0 0.0 5.840 -0.614 46A 24.76 0.1654 0.0 7.423 1.228 Vel = 8.62 0.0 24.76 20.162 K Factor = 5.51 47 24.25 1.083 E 2.336 1.583 18.751 K Factor = 5.60 to 120.0 0.0 2.336 -0.614 47A 24.25 0.1592 0.0 3.919 0.624 Vel = 8.45 47A 0.0 1.083 0.0 10.000 18.761 to 120.0 0.0 0.0 0.0 48A 24.25 0.1591 0.0 10.000 1.591 Vel = 8.45 48A 24.87 1.083 E 2.336 3.542 20.352 to 120.0 T 5.84 8.176 0.0 46B 49.12 0.5874 0.0 11.718 6.883 Vel = 17.11 0.0 49.12 27.235 K Factor = 9.41 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 7 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 48 24.87 1.083 T 5.84 1.583 19.728 K Factor = 5.60 to 120.0 0.0 5.840 -0.614 48A 24.87 0.1668 0.0 7.423 1.238 Vel = 8.66 0.0 24.87 20.352 K Factor = 5.51 49 32.72 1.083 2E 4.672 1.083 34.143 K Factor = 5.60 to 120.0 0.0 4.672 -0.253 49A 32.72 0.2770 0.0 5.755 1.594 Vel = 11.40 49A 0.0 1.083 0.0 10.000 35.484 to 120.0 0.0 0.0 0.0 50A 32.72 0.2770 0.0 10.000 2.770 Vel = 11.40 50A 33.52 1.083 0.0 1.000 38.254 to 120.0 0.0 0.0 0.0 50B 66.24 1.0210 0.0 1.000 1.021 Vel = 23.07 50B 53.48 1.65 2E 9.016 28.000 39.275 to 120.0 T 9.016 18.032 -0.288 C5 119.72 0.3927 0.0 46.032 18.078 Vel = 17.96 C5 0.0 2.703 2E 18.651 4.958 57.065 to 120.0 T 18.651 37.302 -0.145 C3 119.72 0.0355 0.0 42.260 1.501 Vel = 6.69 0.0 119.72 58.421 K Factor = 15.66 50 33.52 1.083 E 2.336 1.083 35.826 K Factor = 5.60 to 120.0 T 5.84 8.176 -0.253 50A 33.52 0.2896 0.0 9.259 2.681 Vel = 11.67 0.0 33.52 38.254 K Factor = 5.42 51 26.40 1.083 E 2.336 0.583 22.226 K Factor = 5.60 to 120.0 0.0 2.336 -0.253 51A 26.4 0.1860 0.0 2.919 0.543 Vel = 9.19 51A 0.0 1.083 0.0 10.000 22.516 to 120.0 0.0 0.0 0.0 52A 26.4 0.1862 0.0 10.000 1.862 Vel = 9.19 52A 27.08 1.083 E 2.336 13.500 24.378 to 120.0 T 5.84 8.176 0.0 50B 53.48 0.6873 0.0 21.676 14.897 Vel = 18.63 0.0 53.48 39.275 K Factor = 8.53 52 27.08 1.083 T 5.84 0.583 23.378 K Factor = 5.60 to 120.0 0.0 5.840 -0.253 52A 27.08 0.1951 0.0 6.423 1.253 Vel = 9.43 0.0 27.08 24.378 K Factor = 5.48 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc 6045 E. 76th Avenue, #12 Commerce City, CO 80022 303-288-3901 Job Name : Strata Vail Building : FP12 Location : 705 W. LIONSHE CIRCLE VAIL, CO 81657 System : FIVE Contract : 13207 Data File : Strata 1st Floor Bldg A Garage Entry.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 1 Strata Vail Date 08/24/15 HYDRAULIC CALCULATIONS for Project name:STRATA VAIL Location:705 W. LIONSHE CIRCLE VAIL, CO 81657 Drawing no:FP12 Date:08/24/15 Design Remote area number:FIVE Remote area location:1ST FLOOR (GARAGE ENTRY) Occupancy classification:R-2/R-1/A-2/A-3/S-1/S-2/M Density:.20 - Gpm/SqFt Area of application:1390 - SqFt Coverage per sprinkler:130 - SqFt Type of sprinklers calculated:DRY PENDENT No. of sprinklers calculated:16 In-rack demand:N/A - GPM Hose streams:250 - GPM Total water required (including hose streams):693.7 - GPM @ 103.9 - Psi Type of system:DRY SYSTEM Volume of dry or preaction system:1135 - Gal Water supply information Date:03/2015 Location:EXISTING CITY MAIN Source:VAIL WATER DEPARTMENT Name of contractor:ALL-STATE FIRE PROTECTION, INC. Address:6045 E. 76th AVENUE #12 COMMERCE CITY, CO 80022 Phone number:303-288-3901 Name of designer:E. KOLECKE Authority having jurisdiction:TOWN OF VAIL Notes: (Include peaking information or gridded systems here.) WATER FLOW TEST REDUCED by 10% Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, IncPage 2 Strata VailDate 08/24/15 10203040E50R60U70S80S90E100R110P120130140150200 400 600 800 1000 1200 1400 1600 1800FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 125 C2 - Residual Pressure: 120 C2 - Residual Flow : 1680 D1 - Elevation : 3.970 D2 - System Flow : 443.625 D2 - System Pressure : 103.858 Hose ( Demand ) : 250 D3 - System Demand : 693.625 Safety Margin : 20.168 D1D2D3Water Supply Curve CComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, IncPage 3 Strata VailDate 08/24/15 Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 D Dry Rel D28 47 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 6071 81 91 101 121 Zib Wilkins 350A Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used SummaryComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 4 Strata Vail Date 08/24/15 Node Elevation K-Fact Pt Pn Flow Density Area Press No.Actual Actual Req. 61 9.167 5.6 21.56 na 26.0 0.2 130 7.0 61A 10.667 23.53 na 62A 10.667 23.86 na D1 10.667 25.0 na D2 9.667 25.74 na D3 9.667 26.02 na D4 9.667 26.52 na D5 8.0 30.07 na D6 8.0 31.82 na D7 8.0 34.51 na D8 8.0 38.32 na D9 8.0 42.59 na D10 -3.25 57.27 na D11 -3.25 83.43 na D12 -3.5 93.28 na D13 -2.0 96.31 na DVD2 -7.0 98.76 na DVS2 -8.333 101.02 na D14 -10.0 103.64 na B10 -10.0 103.65 na B11 -10.0 104.08 na SPB6 -10.0 104.08 na BD -10.0 104.12 na BS -10.0 107.96 na BOR -7.0 106.74 na CITY 0.0 103.86 na 250.0 62 9.167 5.6 21.86 na 26.18 0.2 130 7.0 63 9.167 5.6 21.91 na 26.21 0.2 130 7.0 63A 9.667 24.1 na 64A 9.667 24.44 na 64 9.167 5.6 21.98 na 26.26 0.2 130 7.0 65 9.75 5.6 21.56 na 26.0 0.2 130 7.0 65A 10.167 23.75 na 66A 10.167 24.08 na 66 9.75 5.6 21.86 na 26.18 0.2 130 7.0 67 9.75 5.6 21.9 na 26.2 0.2 130 7.0 67A 10.417 24.08 na 68A 10.417 24.42 na 68 9.75 5.6 22.2 na 26.39 0.2 130 7.0 69 9.75 5.6 24.18 na 27.54 0.2 130 7.0 69A 10.333 26.58 na 70A 10.333 26.96 na 70 9.75 5.6 24.52 na 27.73 0.2 130 7.0 71 9.75 5.6 25.65 na 28.36 0.2 130 7.0 71A 10.333 28.2 na 72A 10.333 28.59 na 72 9.75 5.6 26.0 na 28.56 0.2 130 7.0 73 9.75 5.6 27.89 na 29.58 0.2 130 7.0 73A 10.333 30.67 na 74A 10.333 31.1 na 74 9.75 5.6 28.28 na 29.78 0.2 130 7.0 75 9.75 5.6 31.08 na 31.22 0.2 130 7.0 75A 10.333 34.18 na 76A 10.333 34.65 na 76 9.75 5.6 31.51 na 31.44 0.2 130 7.0 The maximum velocity is 24.8 and it occurs in the pipe between nodes D8 and D9 Pressure / Flow Summary - STANDARD Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 5 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 61 26.00 1.083 2T 8.336 2.000 21.556 K Factor = 5.60 to 100.0 0.0 8.336 -0.650 61A 26.0 0.2537 0.0 10.336 2.622 Vel = 9.06 61A 0.0 1.732 0.0 13.000 23.528 to 100.0 0.0 0.0 0.0 62A 26.0 0.0258 0.0 13.000 0.335 Vel = 3.54 62A 26.18 1.732 T 8.149 4.000 23.863 to 100.0 0.0 8.149 0.0 D1 52.18 0.0935 0.0 12.149 1.136 Vel = 7.11 D1 0.0 2.703 3E 19.966 8.875 24.999 to 100.0 0.0 19.967 0.433 D2 52.18 0.0107 0.0 28.842 0.309 Vel = 2.92 D2 52.47 2.703 0.0 7.167 25.741 to 100.0 0.0 0.0 0.0 D3 104.65 0.0388 0.0 7.167 0.278 Vel = 5.85 D3 52.19 2.703 0.0 6.167 26.019 to 100.0 0.0 0.0 0.0 D4 156.84 0.0819 0.0 6.167 0.505 Vel = 8.77 D4 52.59 2.703 2E 13.311 6.875 26.524 to 100.0 0.0 13.310 0.722 D5 209.43 0.1400 0.0 20.185 2.825 Vel = 11.71 D5 55.27 2.703 0.0 8.125 30.071 to 100.0 0.0 0.0 0.0 D6 264.7 0.2158 0.0 8.125 1.753 Vel = 14.80 D6 56.91 2.703 0.0 8.667 31.824 to 100.0 0.0 0.0 0.0 D7 321.61 0.3096 0.0 8.667 2.683 Vel = 17.98 D7 59.36 2.703 0.0 9.000 34.507 to 100.0 0.0 0.0 0.0 D8 380.97 0.4233 0.0 9.000 3.810 Vel = 21.30 D8 62.65 2.703 E 6.655 0.958 38.317 to 100.0 0.0 6.655 0.0 D9 443.62 0.5610 0.0 7.613 4.271 Vel = 24.80 D9 0.0 2.703 E 6.655 10.833 42.588 to 100.0 0.0 6.655 4.872 D10 443.62 0.5611 0.0 17.488 9.813 Vel = 24.80 D10 0.0 2.703 2E 13.311 20.000 57.273 to 100.0 T 13.311 26.620 0.0 D11 443.62 0.5611 0.0 46.620 26.157 Vel = 24.80 D11 0.0 4.314 6E 59.951 109.208 83.430 to 100.0 0.0 59.951 0.108 D12 443.62 0.0576 0.0 169.159 9.740 Vel = 9.74 D12 0.0 4.314 2E 19.984 43.875 93.278 to 100.0 0.0 19.984 -0.650 D13 443.62 0.0576 0.0 63.859 3.678 Vel = 9.74 D13 0.0 4.314 0.0 5.000 96.306 to 100.0 0.0 0.0 2.166 DVD2 443.62 0.0574 0.0 5.000 0.287 Vel = 9.74 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 6 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn DVD2 0.0 4.314 D 27.977 1.333 98.759 to 100.0 0.0 27.978 0.577 DVS2 443.62 0.0576 0.0 29.311 1.688 Vel = 9.74 DVS2 0.0 4.314 B 16.8 1.167 101.024 to 120.0 T 28.0 44.800 0.722 D14 443.62 0.0411 0.0 45.967 1.889 Vel = 9.74 D14 0.0 6.357 0.0 3.000 103.635 to 120.0 0.0 0.0 0.0 B10 443.62 0.0063 0.0 3.000 0.019 Vel = 4.48 B10 0.0 6.357 E 17.603 12.667 103.654 to 120.0 T 37.72 55.323 0.0 B11 443.62 0.0062 0.0 67.990 0.423 Vel = 4.48 B11 0.0 6.357 0.0 1.167 104.077 to 120.0 0.0 0.0 0.0 SPB6 443.62 0.0060 0.0 1.167 0.007 Vel = 4.48 SPB6 0.0 8.249 E 21.141 1.833 104.084 to 120.0 0.0 21.141 0.0 BD 443.62 0.0017 0.0 22.974 0.040 Vel = 2.66 BD 0.0 8.249 Zib 0.0 5.167 104.124 to 120.0 0.0 0.0 3.827 * * Fixed Loss = 3.827 BS 443.62 0.0017 0.0 5.167 0.009 Vel = 2.66 BS 0.0 8.249 2E 42.282 6.083 107.960 to 120.0 0.0 42.282 -1.299 BOR 443.62 0.0017 0.0 48.365 0.084 Vel = 2.66 BOR 0.0 8.27 G 6.326 50.000 106.745 to 140.0 T 55.354 61.680 -3.032 CITY 443.62 0.0013 0.0 111.680 0.145 Vel = 2.65 250.00 Qa = 250.00 693.62 103.858 K Factor = 68.06 62 26.18 1.083 2T 8.336 2.000 21.857 K Factor = 5.60 to 100.0 0.0 8.336 -0.650 62A 26.18 0.2570 0.0 10.336 2.656 Vel = 9.12 0.0 26.18 23.863 K Factor = 5.36 63 26.21 1.083 2T 8.336 1.000 21.908 K Factor = 5.60 to 100.0 0.0 8.336 -0.217 63A 26.21 0.2576 0.0 9.336 2.405 Vel = 9.13 63A 0.0 1.732 0.0 13.000 24.096 to 100.0 0.0 0.0 0.0 64A 26.21 0.0262 0.0 13.000 0.340 Vel = 3.57 64A 26.26 1.732 T 8.149 5.667 24.436 to 100.0 0.0 8.149 0.0 D2 52.47 0.0945 0.0 13.816 1.305 Vel = 7.15 0.0 52.47 25.741 K Factor = 10.34 64 26.26 1.083 2T 8.336 2.000 21.983 K Factor = 5.60 to 100.0 0.0 8.336 -0.217 64A 26.26 0.2583 0.0 10.336 2.670 Vel = 9.15 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 7 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 26.26 24.436 K Factor = 5.31 65 26.00 1.083 2T 8.336 1.000 21.559 K Factor = 5.60 to 100.0 0.0 8.336 -0.181 65A 26.0 0.2537 0.0 9.336 2.369 Vel = 9.06 65A 0.0 1.732 0.0 13.000 23.747 to 100.0 0.0 0.0 0.0 66A 26.0 0.0258 0.0 13.000 0.335 Vel = 3.54 66A 26.19 1.732 E 4.074 6.167 24.082 to 100.0 T 8.149 12.224 0.217 D3 52.19 0.0935 0.0 18.391 1.720 Vel = 7.11 0.0 52.19 26.019 K Factor = 10.23 66 26.18 1.083 2T 8.336 1.000 21.864 K Factor = 5.60 to 100.0 0.0 8.336 -0.181 66A 26.18 0.2570 0.0 9.336 2.399 Vel = 9.12 0.0 26.18 24.082 K Factor = 5.33 67 26.20 1.083 2T 8.336 1.250 21.897 K Factor = 5.60 to 100.0 0.0 8.336 -0.289 67A 26.2 0.2574 0.0 9.586 2.467 Vel = 9.13 67A 0.0 1.732 0.0 13.000 24.075 to 100.0 0.0 0.0 0.0 68A 26.2 0.0262 0.0 13.000 0.340 Vel = 3.57 68A 26.39 1.732 E 4.074 6.583 24.415 to 100.0 T 8.149 12.224 0.325 D4 52.59 0.0949 0.0 18.807 1.784 Vel = 7.16 0.0 52.59 26.524 K Factor = 10.21 68 26.39 1.083 2T 8.336 1.250 22.205 K Factor = 5.60 to 100.0 0.0 8.336 -0.289 68A 26.39 0.2607 0.0 9.586 2.499 Vel = 9.19 0.0 26.39 24.415 K Factor = 5.34 69 27.54 1.083 2T 8.336 1.083 24.181 K Factor = 5.60 to 100.0 0.0 8.336 -0.252 69A 27.54 0.2820 0.0 9.419 2.656 Vel = 9.59 69A 0.0 1.732 0.0 13.000 26.585 to 100.0 0.0 0.0 0.0 70A 27.54 0.0287 0.0 13.000 0.373 Vel = 3.75 70A 27.73 1.732 E 4.074 8.000 26.958 to 100.0 T 8.149 12.224 1.010 D5 55.27 0.1040 0.0 20.224 2.103 Vel = 7.53 0.0 55.27 30.071 K Factor = 10.08 70 27.73 1.083 2T 8.336 1.083 24.519 K Factor = 5.60 to 100.0 0.0 8.336 -0.252 70A 27.73 0.2857 0.0 9.419 2.691 Vel = 9.66 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 8 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 27.73 26.958 K Factor = 5.34 71 28.36 1.083 2T 8.336 1.083 25.647 K Factor = 5.60 to 100.0 0.0 8.336 -0.252 71A 28.36 0.2978 0.0 9.419 2.805 Vel = 9.88 71A 0.0 1.732 0.0 13.000 28.200 to 100.0 0.0 0.0 0.0 72A 28.36 0.0303 0.0 13.000 0.394 Vel = 3.86 72A 28.56 1.732 E 4.074 8.000 28.594 to 100.0 T 8.149 12.224 1.010 D6 56.92 0.1098 0.0 20.224 2.220 Vel = 7.75 0.0 56.92 31.824 K Factor = 10.09 72 28.56 1.083 2T 8.336 1.083 26.004 K Factor = 5.60 to 100.0 0.0 8.336 -0.252 72A 28.56 0.3017 0.0 9.419 2.842 Vel = 9.95 0.0 28.56 28.594 K Factor = 5.34 73 29.58 1.083 2T 8.336 1.083 27.892 K Factor = 5.60 to 100.0 0.0 8.336 -0.252 73A 29.58 0.3218 0.0 9.419 3.031 Vel = 10.30 73A 0.0 1.732 0.0 13.000 30.671 to 100.0 0.0 0.0 0.0 74A 29.58 0.0327 0.0 13.000 0.425 Vel = 4.03 74A 29.77 1.732 E 4.074 8.000 31.096 to 100.0 T 8.149 12.224 1.010 D7 59.35 0.1187 0.0 20.224 2.401 Vel = 8.08 0.0 59.35 34.507 K Factor = 10.10 74 29.78 1.083 2T 8.336 1.083 28.278 K Factor = 5.60 to 100.0 0.0 8.336 -0.252 74A 29.78 0.3259 0.0 9.419 3.070 Vel = 10.37 0.0 29.78 31.096 K Factor = 5.34 75 31.22 1.083 2T 8.336 1.083 31.084 K Factor = 5.60 to 100.0 0.0 8.336 -0.252 75A 31.22 0.3559 0.0 9.419 3.352 Vel = 10.87 75A 0.0 1.732 0.0 13.000 34.184 to 100.0 0.0 0.0 0.0 76A 31.22 0.0362 0.0 13.000 0.470 Vel = 4.25 76A 31.44 1.732 E 4.074 8.000 34.654 to 100.0 T 8.149 12.224 1.010 D8 62.66 0.1312 0.0 20.224 2.653 Vel = 8.53 0.0 62.66 38.317 K Factor = 10.12 76 31.44 1.083 2T 8.336 1.083 31.512 K Factor = 5.60 to 100.0 0.0 8.336 -0.252 76A 31.44 0.3603 0.0 9.419 3.394 Vel = 10.95 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 9 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 31.44 34.654 K Factor = 5.34 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc 6045 E. 76th Avenue, #12 Commerce City, CO 80022 303-288-3901 Job Name : Strata Vail Building : FP12 Location : 705 W. LIONSHE CIRCLE VAIL, CO 81657 System : SIX Contract : 13207 Data File : Strata 1st Floor Bldg A Great Room.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 1 Strata Vail Date 08/24/15 HYDRAULIC CALCULATIONS for Project name:STRATA VAIL Location:705 W. LIONSHE CIRCLE VAIL, CO 81657 Drawing no:FP12 Date:08/24/15 Design Remote area number:SIX Remote area location:1ST FLOOR (GREAT ROOM) Occupancy classification:R-2/R-1/A-2/A-3/S-1/S-2/M Density:.10 - Gpm/SqFt Area of application:918 - SqFt Coverage per sprinkler:225 - SqFt Type of sprinklers calculated:PENDENT No. of sprinklers calculated:8 In-rack demand:N/A - GPM Hose streams:100 - GPM Total water required (including hose streams):332.2 - GPM @ 97.4 - Psi Type of system:WET SYSTEM Volume of dry or preaction system:N/A - Gal Water supply information Date:03/2015 Location:EXISTING CITY MAIN Source:VAIL WATER DEPARTMENT Name of contractor:ALL-STATE FIRE PROTECTION, INC. Address:6045 E. 76th AVENUE #12 COMMERCE CITY, CO 80022 Phone number:303-288-3901 Name of designer:E. KOLECKE Authority having jurisdiction:TOWN OF VAIL Notes: (Include peaking information or gridded systems here.) WATER FLOW TEST REDUCED by 10% Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, IncPage 2 Strata VailDate 08/24/15 10203040E50R60U70S80S90E100R110P120130140150200 400 600 800 1000 1200 1400 1600 1800FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 125 C2 - Residual Pressure: 120 C2 - Residual Flow : 1680 D1 - Elevation : 3.934 D2 - System Flow : 232.176 D2 - System Pressure : 97.317 Hose ( Demand ) : 100 D3 - System Demand : 332.176 Safety Margin : 27.433 D1D2D3Water Supply Curve CComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, IncPage 3 Strata VailDate 08/24/15 Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 6071 81 91 101 121 Zib Wilkins 350A Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used SummaryComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 4 Strata Vail Date 08/24/15 Node Elevation K-Fact Pt Pn Flow Density Area Press No.Actual Actual Req. 81 9.083 5.6 23.45 na 27.12 0.1 225 7.0 81A 10.458 25.09 na 82A 10.458 27.44 na 83A 9.625 35.19 na E1 9.625 51.85 na E2 9.625 52.84 na E3 9.625 56.22 na E4 11.083 78.39 na SPA2 1.5 91.28 na SPA3 -7.75 95.34 na SPB4 -1.333 92.81 na SPB5 -1.333 93.21 na SPB6 -10.0 97.07 na BD -10.0 97.08 na BS -10.0 101.58 na BOR -7.0 100.3 na CITY 0.0 97.32 na 100.0 82 9.083 5.6 25.61 na 28.34 0.1 225 7.0 83 9.083 5.6 32.7 na 32.02 0.1 225 7.0 84 9.083 5.6 16.14 na 22.5 0.1 225 7.0 84A 9.625 16.77 na 85A 9.625 18.1 na 86A 9.633 29.33 na 87A 10.583 34.08 na 85 9.083 5.6 16.93 na 23.04 0.1 225 7.0 86 9.083 5.6 27.37 na 29.3 0.1 225 7.0 87 9.083 5.6 31.35 na 31.36 0.1 225 7.0 88 9.083 5.6 47.27 na 38.5 0.1 225 7.0 88A 9.625 49.28 na 91 11.5 78.21 na 91A 10.0 78.86 na 92A 10.0 78.86 na 92B 10.0 78.86 na 95A 10.0 78.86 na F1 10.0 78.86 na F2 10.0 78.86 na F3 10.0 78.86 na F4 10.0 78.86 na F5 10.0 78.86 na F6 10.0 78.86 na 92 11.5 78.21 na 93 11.5 78.21 na 93A 10.0 78.86 na 94A 10.0 78.86 na 94 11.5 78.21 na 95 11.5 78.21 na 96 11.5 78.21 na 96A 9.5 79.07 na 97A 11.0 78.42 na 98A 11.0 78.42 na 97 11.5 78.21 na 98 11.5 78.21 na 99 11.5 78.21 na 99A 10.0 78.86 na 100 11.5 78.21 na 100A 7.0 80.16 na 101A 11.0 78.42 na 102A 11.0 78.42 na 101 11.5 78.21 na 102 11.5 78.21 na 103 11.5 78.21 na 103A 10.0 78.86 na Pressure / Flow Summary - STANDARD Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 5 Strata Vail Date 08/24/15 Node Elevation K-Fact Pt Pn Flow Density Area Press No.Actual Actual Req. 104 11.5 78.21 na 104A 10.0 78.86 na 105 11.5 78.21 na 105A 10.0 78.86 na The maximum velocity is 21.6 and it occurs in the pipe between nodes 87A and E2 Flow Summary - Standard Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 6 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 81 27.12 1.083 E 2.336 3.250 23.452 K Factor = 5.60 to 120.0 T 5.84 8.176 -0.596 81A 27.12 0.1958 0.0 11.426 2.237 Vel = 9.45 81A 0.0 1.083 0.0 12.000 25.093 to 120.0 0.0 0.0 0.0 82A 27.12 0.1957 0.0 12.000 2.348 Vel = 9.45 82A 28.34 1.083 2E 4.672 5.375 27.441 to 120.0 0.0 4.672 0.361 83A 55.46 0.7351 0.0 10.047 7.386 Vel = 19.32 83A 32.02 1.417 2E 6.825 22.458 35.188 to 120.0 T 6.825 13.650 0.0 E1 87.48 0.4614 0.0 36.108 16.659 Vel = 17.80 E1 0.0 2.703 5E 46.627 3.333 51.847 to 120.0 0.0 46.627 0.0 E2 87.48 0.0199 0.0 49.960 0.992 Vel = 4.89 E2 106.20 2.703 2E 18.651 20.458 52.839 to 120.0 0.0 18.651 0.0 E3 193.68 0.0864 0.0 39.109 3.380 Vel = 10.83 E3 38.50 2.703 8E 74.603 95.375 56.219 to 120.0 T 18.651 93.254 -0.631 E4 232.18 0.1209 0.0 188.629 22.800 Vel = 12.98 E4 0.0 4.314 32E 448.003 181.250 78.388 to 120.0 S 30.8 523.603 4.150 SPA2 232.18 0.0124 B 16.8 704.853 8.743 Vel = 5.10 T 28.0 SPA2 0.0 6.357 E 17.603 9.250 91.281 to 120.0 0.0 17.603 4.006 SPA3 232.18 0.0019 0.0 26.853 0.050 Vel = 2.35 SPA3 0.0 6.357 3E 52.808 31.917 95.337 to 120.0 B 12.573 103.101 -2.779 SPB4 232.18 0.0019 T 37.72 135.018 0.254 Vel = 2.35 SPB4 0.0 6.357 8E 140.822 32.583 92.812 to 120.0 T 37.72 178.542 0.0 SPB5 232.18 0.0019 0.0 211.125 0.396 Vel = 2.35 SPB5 0.0 6.357 B 12.573 8.667 93.208 to 120.0 T 37.72 50.293 3.754 SPB6 232.18 0.0019 0.0 58.960 0.110 Vel = 2.35 SPB6 0.0 8.249 E 21.141 1.833 97.072 to 120.0 0.0 21.141 0.0 BD 232.18 0.0005 0.0 22.974 0.012 Vel = 1.39 BD 0.0 8.249 Zib 0.0 5.167 97.084 to 120.0 0.0 0.0 4.492 * * Fixed Loss = 4.492 BS 232.18 0.0006 0.0 5.167 0.003 Vel = 1.39 BS 0.0 8.249 2E 42.282 6.083 101.579 to 120.0 0.0 42.282 -1.299 BOR 232.18 0.0005 0.0 48.365 0.025 Vel = 1.39 BOR 0.0 8.27 G 6.326 50.000 100.305 to 140.0 T 55.354 61.680 -3.032 CITY 232.18 0.0004 0.0 111.680 0.044 Vel = 1.39 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 7 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 100.00 Qa = 100.00 332.18 97.317 K Factor = 33.67 82 28.34 1.083 E 2.336 3.250 25.611 K Factor = 5.60 to 120.0 T 5.84 8.176 -0.596 82A 28.34 0.2123 0.0 11.426 2.426 Vel = 9.87 0.0 28.34 27.441 K Factor = 5.41 83 32.02 1.083 E 2.336 2.042 32.703 K Factor = 5.60 to 120.0 T 5.84 8.176 -0.235 83A 32.02 0.2662 0.0 10.218 2.720 Vel = 11.15 0.0 32.02 35.188 K Factor = 5.40 84 22.50 1.083 2E 4.672 1.542 16.143 K Factor = 5.60 to 120.0 0.0 4.672 -0.235 84A 22.5 0.1386 0.0 6.214 0.861 Vel = 7.84 84A 0.0 1.083 0.0 9.583 16.769 to 120.0 0.0 0.0 0.0 85A 22.5 0.1386 0.0 9.583 1.328 Vel = 7.84 85A 23.04 1.083 T 5.84 16.167 18.097 to 120.0 0.0 5.840 -0.003 86A 45.54 0.5105 0.0 22.007 11.234 Vel = 15.86 86A 29.30 1.417 2E 6.825 8.125 29.328 to 120.0 0.0 6.825 -0.411 87A 74.84 0.3456 0.0 14.950 5.167 Vel = 15.23 87A 31.35 1.417 2E 6.825 14.125 34.084 to 120.0 T 6.825 13.650 0.415 E2 106.19 0.6603 0.0 27.775 18.340 Vel = 21.60 0.0 106.19 52.839 K Factor = 14.61 85 23.04 1.083 E 2.336 1.542 16.925 K Factor = 5.60 to 120.0 T 5.84 8.176 -0.235 85A 23.04 0.1448 0.0 9.718 1.407 Vel = 8.02 0.0 23.04 18.097 K Factor = 5.42 86 29.30 1.083 E 2.336 1.542 27.372 K Factor = 5.60 to 120.0 T 5.84 8.176 -0.238 86A 29.3 0.2258 0.0 9.718 2.194 Vel = 10.20 0.0 29.30 29.328 K Factor = 5.41 87 31.36 1.083 E 2.336 5.042 31.350 K Factor = 5.60 to 120.0 T 5.84 8.176 -0.650 87A 31.36 0.2560 0.0 13.218 3.384 Vel = 10.92 0.0 31.36 34.084 K Factor = 5.37 88 38.50 1.083 2E 4.672 1.333 47.266 K Factor = 5.60 to 120.0 0.0 4.672 -0.235 88A 38.5 0.3742 0.0 6.005 2.247 Vel = 13.41 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 8 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 88A 0.0 1.083 T 5.84 12.708 49.278 to 120.0 0.0 5.840 0.0 E3 38.5 0.3742 0.0 18.548 6.941 Vel = 13.41 0.0 38.50 56.219 K Factor = 5.13 91 0.0 1.083 T 5.84 0.500 78.207 to 120.0 0.0 5.840 0.650 91A 0.0 0.0 0.0 6.340 0.0 Vel = 0 91A 0.0 1.732 0.0 9.000 78.857 to 120.0 0.0 0.0 0.0 92A 0.0 0.0 0.0 9.000 0.0 Vel = 0 92A 0.0 1.732 E 5.709 10.500 78.857 to 120.0 T 11.418 17.127 0.0 92B 0.0 0.0 0.0 27.627 0.0 Vel = 0 92B 0.0 2.207 0.0 5.958 78.857 to 120.0 0.0 0.0 0.0 95A 0.0 0.0 0.0 5.958 0.0 Vel = 0 95A 0.0 2.207 2E 13.76 11.000 78.857 to 120.0 T 13.76 27.520 0.0 F1 0.0 0.0 0.0 38.520 0.0 Vel = 0 F1 0.0 4.314 0.0 3.500 78.857 to 120.0 0.0 0.0 0.0 F2 0.0 0.0 0.0 3.500 0.0 Vel = 0 F2 0.0 4.314 0.0 0.667 78.857 to 120.0 0.0 0.0 0.0 F3 0.0 0.0 0.0 0.667 0.0 Vel = 0 F3 0.0 4.314 0.0 7.917 78.857 to 120.0 0.0 0.0 0.0 F4 0.0 0.0 0.0 7.917 0.0 Vel = 0 F4 0.0 4.314 2E 28.0 5.292 78.857 to 120.0 0.0 28.000 0.0 F5 0.0 0.0 0.0 33.292 0.0 Vel = 0 F5 0.0 4.314 0.0 5.500 78.857 to 120.0 0.0 0.0 0.0 F6 0.0 0.0 0.0 5.500 0.0 Vel = 0 F6 0.0 4.314 22E 308.002 176.833 78.857 to 120.0 0.0 308.002 -0.469 E4 0.0 0.0 0.0 484.835 0.0 Vel = 0 0.0 0.0 78.388 K Factor = 0 92 0.0 1.083 T 5.84 0.500 78.207 to 120.0 0.0 5.840 0.650 92A 0.0 0.0 0.0 6.340 0.0 Vel = 0 0.0 0.0 78.857 K Factor = 0 93 0.0 1.083 T 5.84 0.500 78.207 to 120.0 0.0 5.840 0.650 93A 0.0 0.0 0.0 6.340 0.0 Vel = 0 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 9 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 93A 0.0 1.732 0.0 8.000 78.857 to 120.0 0.0 0.0 0.0 94A 0.0 0.0 0.0 8.000 0.0 Vel = 0 94A 0.0 1.732 0.0 2.500 78.857 to 120.0 0.0 0.0 0.0 92B 0.0 0.0 0.0 2.500 0.0 Vel = 0 0.0 0.0 78.857 K Factor = 0 94 0.0 1.083 T 5.84 0.500 78.207 to 120.0 0.0 5.840 0.650 94A 0.0 0.0 0.0 6.340 0.0 Vel = 0 0.0 0.0 78.857 K Factor = 0 95 0.0 1.083 T 5.84 0.500 78.207 to 120.0 0.0 5.840 0.650 95A 0.0 0.0 0.0 6.340 0.0 Vel = 0 0.0 0.0 78.857 K Factor = 0 96 0.0 1.083 T 5.84 0.500 78.207 to 120.0 0.0 5.840 0.866 96A 0.0 0.0 0.0 6.340 0.0 Vel = 0 96A 0.0 1.732 2E 11.418 12.000 79.073 to 120.0 0.0 11.418 -0.650 97A 0.0 0.0 0.0 23.418 0.001 Vel = 0 97A 0.0 1.732 0.0 12.250 78.424 to 120.0 0.0 0.0 0.0 98A 0.0 0.0 0.0 12.250 0.0 Vel = 0 98A 0.0 1.732 E 5.709 7.750 78.424 to 120.0 T 11.418 17.127 0.433 F2 0.0 0.0 0.0 24.877 0.0 Vel = 0 0.0 0.0 78.857 K Factor = 0 97 0.0 1.083 T 5.84 0.500 78.207 to 120.0 0.0 5.840 0.217 97A 0.0 0.0 0.0 6.340 0.0 Vel = 0 0.0 0.0 78.424 K Factor = 0 98 0.0 1.083 0.0 0.500 78.207 to 120.0 0.0 0.0 0.217 98A 0.0 0.0 0.0 0.500 0.0 Vel = 0 0.0 0.0 78.424 K Factor = 0 99 0.0 1.083 E 2.336 1.250 78.207 to 120.0 T 5.84 8.176 0.650 99A 0.0 0.0 0.0 9.426 0.0 Vel = 0 99A 0.0 1.732 T 11.418 5.167 78.857 to 120.0 0.0 11.418 0.0 F3 0.0 0.0 0.0 16.585 0.0 Vel = 0 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 10 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.0 78.857 K Factor = 0 100 0.0 1.083 T 5.84 0.500 78.207 to 120.0 0.0 5.840 1.949 100A 0.0 0.0 0.0 6.340 0.0 Vel = 0 100A 0.0 1.732 2E 11.418 12.000 80.156 to 120.0 0.0 11.418 -1.732 101A 0.0 0.0 0.0 23.418 0.0 Vel = 0 101A 0.0 1.732 0.0 13.000 78.424 to 120.0 0.0 0.0 0.0 102A 0.0 0.0 0.0 13.000 0.0 Vel = 0 102A 0.0 1.732 E 5.709 7.750 78.424 to 120.0 T 11.418 17.127 0.433 F4 0.0 0.0 0.0 24.877 0.0 Vel = 0 0.0 0.0 78.857 K Factor = 0 101 0.0 1.083 T 5.84 0.500 78.207 to 120.0 0.0 5.840 0.217 101A 0.0 0.0 0.0 6.340 0.0 Vel = 0 0.0 0.0 78.424 K Factor = 0 102 0.0 1.083 0.0 0.500 78.207 to 120.0 0.0 0.0 0.217 102A 0.0 0.0 0.0 0.500 0.0 Vel = 0 0.0 0.0 78.424 K Factor = 0 103 0.0 1.083 E 2.336 2.500 78.207 to 120.0 T 5.84 8.176 0.650 103A 0.0 0.0 0.0 10.676 0.0 Vel = 0 103A 0.0 1.732 T 11.418 1.875 78.857 to 120.0 0.0 11.418 0.0 F5 0.0 0.0 0.0 13.293 0.0 Vel = 0 0.0 0.0 78.857 K Factor = 0 104 0.0 1.083 T 5.84 0.500 78.207 to 120.0 0.0 5.840 0.650 104A 0.0 0.0 0.0 6.340 0.0 Vel = 0 104A 0.0 1.732 2E 11.418 9.000 78.857 to 120.0 T 11.418 22.836 0.0 F6 0.0 0.0 0.0 31.836 0.0 Vel = 0 0.0 0.0 78.857 K Factor = 0 105 0.0 1.083 T 5.84 0.500 78.207 to 120.0 0.0 5.840 0.650 105A 0.0 0.0 0.0 6.340 0.0 Vel = 0 105A 0.0 1.732 T 11.418 1.875 78.857 to 120.0 0.0 11.418 0.0 F6 0.0 0.0 0.0 13.293 0.0 Vel = 0 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 11 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.0 78.857 K Factor = 0 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc 6045 E. 76th Avenue, #12 Commerce City, CO 80022 303-288-3901 Job Name : Strata Vail Building : FP12 Location : 705 W. LIONSHE CIRCLE VAIL, CO 81657 System : SEVEN Contract : 13207 Data File : Strata 1st Floor Bldg A Restaurant.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 1 Strata Vail Date 08/24/15 HYDRAULIC CALCULATIONS for Project name:STRATA VAIL Location:705 W. LIONSHE CIRCLE VAIL, CO 81657 Drawing no:FP12 Date:08/24/15 Design Remote area number:SEVEN Remote area location:1ST FLOOR (RESTAURANT) Occupancy classification:R-2/R-1/A-2/A-3/S-1/S-2/M Density:.20 - Gpm/SqFt Area of application:1090 - SqFt Coverage per sprinkler:130 - SqFt Type of sprinklers calculated:UPRIGHTS No. of sprinklers calculated:15 In-rack demand:N/A - GPM Hose streams:250 - GPM Total water required (including hose streams):667.5 - GPM @ 86.0 - Psi Type of system:WET SYSTEM Volume of dry or preaction system:N/A - Gal Water supply information Date:03/2015 Location:EXISTING CITY MAIN Source:VAIL WATER DEPARTMENT Name of contractor:ALL-STATE FIRE PROTECTION, INC. Address:6045 E. 76th AVENUE #12 COMMERCE CITY, CO 80022 Phone number:303-288-3901 Name of designer:E. KOLECKE Authority having jurisdiction:TOWN OF VAIL Notes: (Include peaking information or gridded systems here.) WATER FLOW TEST REDUCED by 10% Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, IncPage 2 Strata VailDate 08/24/15 10203040E50R60U70S80S90E100R110P120130140150200 400 600 800 1000 1200 1400 1600 1800FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 125 C2 - Residual Pressure: 120 C2 - Residual Flow : 1680 D1 - Elevation : 4.981 D2 - System Flow : 417.437 D2 - System Pressure : 85.937 Hose ( Demand ) : 250 D3 - System Demand : 667.437 Safety Margin : 38.157 D1D2D3Water Supply Curve CComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, IncPage 3 Strata VailDate 08/24/15 Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 6071 81 91 101 121 Zib Wilkins 350A Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used SummaryComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 4 Strata Vail Date 08/24/15 Node Elevation K-Fact Pt Pn Flow Density Area Press No.Actual Actual Req. 81 9.083 49.56 na 81A 10.458 48.97 na 82A 10.458 48.97 na 83A 9.625 49.33 na E1 9.625 49.33 na E2 9.625 49.33 na E3 9.625 49.33 na E4 11.083 48.69 na SPA2 1.5 78.73 na SPA3 -7.75 82.88 na SPB4 -1.333 80.85 na SPB5 -1.333 82.03 na SPB6 -10.0 86.11 na BD -10.0 86.14 na BS -10.0 90.06 na BOR -7.0 88.84 na CITY 0.0 85.94 na 250.0 82 9.083 49.56 na 83 9.083 49.56 na 84 9.083 49.56 na 84A 9.625 49.33 na 85A 9.625 49.33 na 86A 9.633 49.32 na 87A 10.583 48.91 na 85 9.083 49.56 na 86 9.083 49.56 na 87 9.083 49.56 na 88 9.083 49.56 na 88A 9.625 49.33 na 91 11.5 5.6 21.56 na 26.0 0.2 130 7.0 91A 10.0 23.35 na 92A 10.0 23.52 na 92B 10.0 25.36 na 95A 10.0 25.81 na F1 10.0 30.3 na F2 10.0 30.31 na F3 10.0 30.32 na F4 10.0 30.43 na F5 10.0 31.21 na F6 10.0 31.36 na 92 11.5 5.6 21.71 na 26.09 0.2 130 7.0 93 11.5 5.6 23.15 na 26.94 0.2 130 7.0 93A 10.0 25.02 na 94A 10.0 25.18 na 94 11.5 5.6 23.3 na 27.03 0.2 130 7.0 95 11.5 5.6 23.9 na 27.38 0.2 130 7.0 96 11.5 5.6 23.21 na 26.98 0.2 130 7.0 96A 9.5 25.31 na 97A 11.0 25.12 na 98A 11.0 26.0 na 97 11.5 5.6 23.65 na 27.23 0.2 130 7.0 98 11.5 5.6 25.67 na 28.37 0.2 130 7.0 99 11.5 5.6 27.18 na 29.19 0.2 130 7.0 99A 10.0 29.94 na 100 11.5 5.6 23.26 na 27.01 0.2 130 7.0 100A 7.0 26.44 na 101A 11.0 25.17 na 102A 11.0 26.1 na 101 11.5 5.6 23.7 na 27.26 0.2 130 7.0 102 11.5 5.6 25.78 na 28.43 0.2 130 7.0 103 11.5 5.6 27.81 na 29.53 0.2 130 7.0 103A 10.0 30.9 na Pressure / Flow Summary - STANDARD Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 5 Strata Vail Date 08/24/15 Node Elevation K-Fact Pt Pn Flow Density Area Press No.Actual Actual Req. 104 11.5 5.6 28.47 na 29.88 0.2 130 7.0 104A 10.0 30.6 na 105 11.5 5.6 28.89 na 30.1 0.2 130 7.0 105A 10.0 31.04 na The maximum velocity is 11.26 and it occurs in the pipe between nodes 102A and F4 Flow Summary - Standard Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 6 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 81 0.0 1.083 E 2.336 3.250 49.561 to 120.0 T 5.84 8.176 -0.596 81A 0.0 0.0 0.0 11.426 0.0 Vel = 0 81A 0.0 1.083 0.0 12.000 48.965 to 120.0 0.0 0.0 0.0 82A 0.0 0.0 0.0 12.000 0.0 Vel = 0 82A 0.0 1.083 2E 4.672 5.375 48.965 to 120.0 0.0 4.672 0.361 83A 0.0 0.0 0.0 10.047 0.0 Vel = 0 83A 0.0 1.417 2E 6.825 22.458 49.326 to 120.0 T 6.825 13.650 0.0 E1 0.0 0.0 0.0 36.108 0.0 Vel = 0 E1 0.0 2.703 5E 46.627 3.333 49.326 to 120.0 0.0 46.627 0.0 E2 0.0 0.0 0.0 49.960 0.0 Vel = 0 E2 0.0 2.703 2E 18.651 20.458 49.326 to 120.0 0.0 18.651 0.0 E3 0.0 0.0 0.0 39.109 0.0 Vel = 0 E3 0.0 2.703 8E 74.603 95.375 49.326 to 120.0 T 18.651 93.254 -0.631 E4 0.0 0.0 0.0 188.629 0.0 Vel = 0 E4 417.44 4.314 32E 448.003 181.250 48.695 to 120.0 S 30.8 523.603 4.150 SPA2 417.44 0.0367 B 16.8 704.853 25.881 Vel = 9.16 T 28.0 SPA2 0.0 6.357 E 17.603 9.250 78.726 to 120.0 0.0 17.603 4.006 SPA3 417.44 0.0055 0.0 26.853 0.149 Vel = 4.22 SPA3 0.0 6.357 3E 52.808 31.917 82.881 to 120.0 B 12.573 103.101 -2.779 SPB4 417.44 0.0056 T 37.72 135.018 0.750 Vel = 4.22 SPB4 0.0 6.357 8E 140.822 32.583 80.852 to 120.0 T 37.72 178.542 0.0 SPB5 417.44 0.0056 0.0 211.125 1.174 Vel = 4.22 SPB5 0.0 6.357 B 12.573 8.667 82.026 to 120.0 T 37.72 50.293 3.754 SPB6 417.44 0.0055 0.0 58.960 0.327 Vel = 4.22 SPB6 0.0 8.249 E 21.141 1.833 86.107 to 120.0 0.0 21.141 0.0 BD 417.44 0.0016 0.0 22.974 0.036 Vel = 2.51 BD 0.0 8.249 Zib 0.0 5.167 86.143 to 120.0 0.0 0.0 3.911 * * Fixed Loss = 3.911 BS 417.44 0.0017 0.0 5.167 0.009 Vel = 2.51 BS 0.0 8.249 2E 42.282 6.083 90.063 to 120.0 0.0 42.282 -1.299 BOR 417.44 0.0016 0.0 48.365 0.075 Vel = 2.51 BOR 0.0 8.27 G 6.326 50.000 88.839 to 140.0 T 55.354 61.680 -3.032 CITY 417.44 0.0012 0.0 111.680 0.130 Vel = 2.49 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 7 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 250.00 Qa = 250.00 667.44 85.937 K Factor = 72.00 82 0.0 1.083 E 2.336 3.250 49.561 to 120.0 T 5.84 8.176 -0.596 82A 0.0 0.0 0.0 11.426 0.0 Vel = 0 0.0 0.0 48.965 K Factor = 0 83 0.0 1.083 E 2.336 2.042 49.561 to 120.0 T 5.84 8.176 -0.235 83A 0.0 0.0 0.0 10.218 0.0 Vel = 0 0.0 0.0 49.326 K Factor = 0 84 0.0 1.083 2E 4.672 1.542 49.561 to 120.0 0.0 4.672 -0.235 84A 0.0 0.0 0.0 6.214 0.0 Vel = 0 84A 0.0 1.083 0.0 9.583 49.326 to 120.0 0.0 0.0 0.0 85A 0.0 0.0 0.0 9.583 0.0 Vel = 0 85A 0.0 1.083 T 5.84 16.167 49.326 to 120.0 0.0 5.840 -0.003 86A 0.0 0.0 0.0 22.007 0.0 Vel = 0 86A 0.0 1.417 2E 6.825 8.125 49.323 to 120.0 0.0 6.825 -0.411 87A 0.0 -0.0001 0.0 14.950 -0.001 Vel = 0 87A 0.0 1.417 2E 6.825 14.125 48.911 to 120.0 T 6.825 13.650 0.415 E2 0.0 0.0 0.0 27.775 0.0 Vel = 0 0.0 0.0 49.326 K Factor = 0 85 0.0 1.083 E 2.336 1.542 49.561 to 120.0 T 5.84 8.176 -0.235 85A 0.0 0.0 0.0 9.718 0.0 Vel = 0 0.0 0.0 49.326 K Factor = 0 86 0.0 1.083 E 2.336 1.542 49.561 to 120.0 T 5.84 8.176 -0.238 86A 0.0 0.0 0.0 9.718 0.0 Vel = 0 0.0 0.0 49.323 K Factor = 0 87 0.0 1.083 E 2.336 5.042 49.561 to 120.0 T 5.84 8.176 -0.650 87A 0.0 0.0 0.0 13.218 0.0 Vel = 0 0.0 0.0 48.911 K Factor = 0 88 0.0 1.083 2E 4.672 1.333 49.561 to 120.0 0.0 4.672 -0.235 88A 0.0 0.0 0.0 6.005 0.0 Vel = 0 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 8 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 88A 0.0 1.083 T 5.84 12.708 49.326 to 120.0 0.0 5.840 0.0 E3 0.0 0.0 0.0 18.548 0.0 Vel = 0 0.0 0.0 49.326 K Factor = 0 91 26.00 1.083 T 5.84 0.500 21.556 K Factor = 5.60 to 120.0 0.0 5.840 0.650 91A 26.0 0.1809 0.0 6.340 1.147 Vel = 9.06 91A 0.0 1.732 0.0 9.000 23.353 to 120.0 0.0 0.0 0.0 92A 26.0 0.0184 0.0 9.000 0.166 Vel = 3.54 92A 26.10 1.732 E 5.709 10.500 23.519 to 120.0 T 11.418 17.127 0.0 92B 52.1 0.0665 0.0 27.627 1.838 Vel = 7.09 92B 53.97 2.207 0.0 5.958 25.357 to 120.0 0.0 0.0 0.0 95A 106.07 0.0762 0.0 5.958 0.454 Vel = 8.90 95A 27.37 2.207 2E 13.76 11.000 25.811 to 120.0 T 13.76 27.520 0.0 F1 133.44 0.1164 0.0 38.520 4.485 Vel = 11.19 F1 0.0 4.314 0.0 3.500 30.296 to 120.0 0.0 0.0 0.0 F2 133.44 0.0046 0.0 3.500 0.016 Vel = 2.93 F2 82.59 4.314 0.0 0.667 30.312 to 120.0 0.0 0.0 0.0 F3 216.03 0.0105 0.0 0.667 0.007 Vel = 4.74 F3 29.20 4.314 0.0 7.917 30.319 to 120.0 0.0 0.0 0.0 F4 245.23 0.0138 0.0 7.917 0.109 Vel = 5.38 F4 82.70 4.314 2E 28.0 5.292 30.428 to 120.0 0.0 28.000 0.0 F5 327.93 0.0235 0.0 33.292 0.782 Vel = 7.20 F5 29.53 4.314 0.0 5.500 31.210 to 120.0 0.0 0.0 0.0 F6 357.46 0.0275 0.0 5.500 0.151 Vel = 7.85 F6 59.98 4.314 22E 308.002 176.833 31.361 to 120.0 0.0 308.002 -0.469 E4 417.44 0.0367 0.0 484.835 17.803 Vel = 9.16 0.0 417.44 48.695 K Factor = 59.82 92 26.10 1.083 T 5.84 0.500 21.714 K Factor = 5.60 to 120.0 0.0 5.840 0.650 92A 26.1 0.1822 0.0 6.340 1.155 Vel = 9.09 0.0 26.10 23.519 K Factor = 5.38 93 26.94 1.083 T 5.84 0.500 23.147 K Factor = 5.60 to 120.0 0.0 5.840 0.650 93A 26.94 0.1932 0.0 6.340 1.225 Vel = 9.38 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 9 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 93A 0.0 1.732 0.0 8.000 25.022 to 120.0 0.0 0.0 0.0 94A 26.94 0.0196 0.0 8.000 0.157 Vel = 3.67 94A 27.03 1.732 0.0 2.500 25.179 to 120.0 0.0 0.0 0.0 92B 53.97 0.0712 0.0 2.500 0.178 Vel = 7.35 0.0 53.97 25.357 K Factor = 10.72 94 27.03 1.083 T 5.84 0.500 23.297 K Factor = 5.60 to 120.0 0.0 5.840 0.650 94A 27.03 0.1943 0.0 6.340 1.232 Vel = 9.41 0.0 27.03 25.179 K Factor = 5.39 95 27.38 1.083 T 5.84 0.500 23.898 K Factor = 5.60 to 120.0 0.0 5.840 0.650 95A 27.38 0.1992 0.0 6.340 1.263 Vel = 9.54 0.0 27.38 25.811 K Factor = 5.39 96 26.98 1.083 T 5.84 0.500 23.213 K Factor = 5.60 to 120.0 0.0 5.840 0.866 96A 26.98 0.1938 0.0 6.340 1.229 Vel = 9.40 96A 0.0 1.732 2E 11.418 12.000 25.308 to 120.0 0.0 11.418 -0.650 97A 26.98 0.0197 0.0 23.418 0.461 Vel = 3.67 97A 27.24 1.732 0.0 12.250 25.119 to 120.0 0.0 0.0 0.0 98A 54.22 0.0717 0.0 12.250 0.878 Vel = 7.38 98A 28.37 1.732 E 5.709 7.750 25.997 to 120.0 T 11.418 17.127 0.433 F2 82.59 0.1560 0.0 24.877 3.882 Vel = 11.25 0.0 82.59 30.312 K Factor = 15.00 97 27.23 1.083 T 5.84 0.500 23.652 K Factor = 5.60 to 120.0 0.0 5.840 0.217 97A 27.23 0.1972 0.0 6.340 1.250 Vel = 9.48 0.0 27.23 25.119 K Factor = 5.43 98 28.37 1.083 0.0 0.500 25.674 K Factor = 5.60 to 120.0 0.0 0.0 0.217 98A 28.37 0.2120 0.0 0.500 0.106 Vel = 9.88 0.0 28.37 25.997 K Factor = 5.56 99 29.19 1.083 E 2.336 1.250 27.177 K Factor = 5.60 to 120.0 T 5.84 8.176 0.650 99A 29.19 0.2243 0.0 9.426 2.114 Vel = 10.17 99A 0.0 1.732 T 11.418 5.167 29.941 to 120.0 0.0 11.418 0.0 F3 29.19 0.0228 0.0 16.585 0.378 Vel = 3.97 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 10 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 29.19 30.319 K Factor = 5.30 100 27.01 1.083 T 5.84 0.500 23.260 K Factor = 5.60 to 120.0 0.0 5.840 1.949 100A 27.01 0.1942 0.0 6.340 1.231 Vel = 9.41 100A 0.0 1.732 2E 11.418 12.000 26.440 to 120.0 0.0 11.418 -1.732 101A 27.01 0.0197 0.0 23.418 0.462 Vel = 3.68 101A 27.26 1.732 0.0 13.000 25.170 to 120.0 0.0 0.0 0.0 102A 54.27 0.0718 0.0 13.000 0.933 Vel = 7.39 102A 28.43 1.732 E 5.709 7.750 26.103 to 120.0 T 11.418 17.127 0.433 F4 82.7 0.1564 0.0 24.877 3.892 Vel = 11.26 0.0 82.70 30.428 K Factor = 14.99 101 27.26 1.083 T 5.84 0.500 23.700 K Factor = 5.60 to 120.0 0.0 5.840 0.217 101A 27.26 0.1976 0.0 6.340 1.253 Vel = 9.49 0.0 27.26 25.170 K Factor = 5.43 102 28.43 1.083 0.0 0.500 25.779 K Factor = 5.60 to 120.0 0.0 0.0 0.217 102A 28.43 0.2140 0.0 0.500 0.107 Vel = 9.90 0.0 28.43 26.103 K Factor = 5.56 103 29.53 1.083 E 2.336 2.500 27.805 K Factor = 5.60 to 120.0 T 5.84 8.176 0.650 103A 29.53 0.2290 0.0 10.676 2.445 Vel = 10.28 103A 0.0 1.732 T 11.418 1.875 30.900 to 120.0 0.0 11.418 0.0 F5 29.53 0.0233 0.0 13.293 0.310 Vel = 4.02 0.0 29.53 31.210 K Factor = 5.29 104 29.88 1.083 T 5.84 0.500 28.470 K Factor = 5.60 to 120.0 0.0 5.840 0.650 104A 29.88 0.2341 0.0 6.340 1.484 Vel = 10.41 104A 0.0 1.732 2E 11.418 9.000 30.604 to 120.0 T 11.418 22.836 0.0 F6 29.88 0.0238 0.0 31.836 0.757 Vel = 4.07 0.0 29.88 31.361 K Factor = 5.34 105 30.10 1.083 T 5.84 0.500 28.887 K Factor = 5.60 to 120.0 0.0 5.840 0.650 105A 30.1 0.2372 0.0 6.340 1.504 Vel = 10.48 105A 0.0 1.732 T 11.418 1.875 31.041 to 120.0 0.0 11.418 0.0 F6 30.1 0.0241 0.0 13.293 0.320 Vel = 4.10 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 11 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 30.10 31.361 K Factor = 5.37 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc 6045 E. 76th Avenue, #12 Commerce City, CO 80022 303-288-3901 Job Name : Strata Vail Building : FP11 Location : 705 W. LIONSHE CIRCLE VAIL, CO 81657 System : EIGHT Contract : 13207 Data File : Strata Garage Level 1 Bldg B.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 1 Strata Vail Date 08/24/15 HYDRAULIC CALCULATIONS for Project name:STRATA VAIL Location:705 W. LIONSHE CIRCLE VAIL, CO 81657 Drawing no:FP11 Date:08/24/15 Design Remote area number:EIGHT Remote area location:GARAGE LEVLE 1 Occupancy classification:R-2/R-1/A-2/A-3/S-1/S-2/M Density:.20 - Gpm/SqFt Area of application:2027 - SqFt Coverage per sprinkler:130 - SqFt Type of sprinklers calculated:UPRIGHT No. of sprinklers calculated:20 In-rack demand:N/A - GPM Hose streams:250 - GPM Total water required (including hose streams):820.3 - GPM @ 93.3 - Psi Type of system:DRY SYSTEM Volume of dry or preaction system:1135 - Gal Water supply information Date:03/2015 Location:EXISTING CITY MAIN Source:VAIL WATER DEPARTMENT Name of contractor:ALL-STATE FIRE PROTECTION, INC. Address:6045 E. 76th AVENUE #12 COMMERCE CITY, CO 80022 Phone number:303-288-3901 Name of designer:E. KOLECKE Authority having jurisdiction:TOWN OF VAIL Notes: (Include peaking information or gridded systems here.) WATER FLOW TEST REDUCED by 10% Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, IncPage 2 Strata VailDate 08/24/15 10203040E50R60U70S80S90E100R110P120130140150200 400 600 800 1000 1200 1400 1600 1800FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 125 C2 - Residual Pressure: 120 C2 - Residual Flow : 1680 D1 - Elevation : -0.722 D2 - System Flow : 570.219 D2 - System Pressure : 93.300 Hose ( Demand ) : 250 D3 - System Demand : 820.219 Safety Margin : 30.373 D1D2D3Water Supply Curve CComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, IncPage 3 Strata VailDate 08/24/15 Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 D Dry Rel D28 47 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 6071 81 91 101 121 Zib Wilkins 350A Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used SummaryComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 4 Strata Vail Date 08/24/15 Node Elevation K-Fact Pt Pn Flow Density Area Press No.Actual Actual Req. 110 -1.667 5.6 23.74 na 27.28 0.2 130 7.0 110A -2.75 25.66 na 111A -3.25 26.4 na 112A -3.25 27.42 na G1 -3.25 30.85 na G2 -4.417 31.78 na G3 -4.417 32.49 na G4 -4.458 33.76 na G5 -4.458 34.13 na G6 -4.5 34.99 na G7 -5.167 37.0 na G8 -5.25 48.3 na G9 -3.25 58.79 na D12 -3.5 78.23 na D13 -2.0 83.43 na DVD2 -7.0 86.05 na DVS2 -8.333 89.31 na D14 -10.0 93.04 na B10 -10.0 93.07 na B11 -10.0 93.74 na SPB6 -10.0 93.76 na BD -10.0 93.82 na BS -10.0 97.27 na BOR -7.0 96.1 na CITY 0.0 93.3 na 250.0 111 -1.667 5.6 24.1 na 27.49 0.2 130 7.0 112 -1.667 5.6 25.06 na 28.04 0.2 130 7.0 113 -1.667 5.6 27.61 na 29.43 0.2 130 7.0 113A -2.75 29.91 na 114 -1.667 5.6 21.57 na 26.01 0.2 130 7.0 114A -4.417 24.94 na 115A -4.417 25.44 na 116A -4.417 25.97 na 117A -4.417 28.28 na 115 -1.667 5.6 21.56 na 26.0 0.2 130 7.0 116 -1.667 5.6 22.03 na 26.29 0.2 130 7.0 117 -1.667 5.6 25.35 na 28.19 0.2 130 7.0 118 -1.667 5.6 27.95 na 29.61 0.2 130 7.0 118A -2.75 30.33 na 119 -1.667 5.6 27.09 na 29.15 0.2 130 7.0 119A -4.417 30.97 na 120A -4.417 31.32 na 120 -1.667 5.6 28.2 na 29.74 0.2 130 7.0 121 -1.667 5.6 28.86 na 30.08 0.2 130 7.0 121A -4.417 32.02 na 122 -1.667 5.6 30.15 na 30.75 0.2 130 7.0 122A -4.458 33.41 na 123 -1.667 5.6 30.05 na 30.7 0.2 130 7.0 123A -4.458 33.3 na 124 -1.667 5.6 29.03 na 30.17 0.2 130 7.0 124A -4.458 33.53 na 125 -1.75 5.6 22.17 na 26.37 0.2 130 7.0 125A -4.5 25.68 na 126A -4.5 26.16 na 127A -4.5 27.98 na 128A -4.5 30.06 na 128B -4.5 34.34 na 126 -1.75 5.6 22.61 na 26.63 0.2 130 7.0 127 -1.75 5.6 24.26 na 27.58 0.2 130 7.0 128 -1.75 5.6 26.17 na 28.65 0.2 130 7.0 129 -1.75 5.6 32.81 na 32.08 0.2 130 7.0 129A -5.167 36.5 na Pressure / Flow Summary - STANDARD Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 5 Strata Vail Date 08/24/15 Node Elevation K-Fact Pt Pn Flow Density Area Press No.Actual Actual Req. The maximum velocity is 15.95 and it occurs in the pipe between nodes G5 and G6 Flow Summary - Standard Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 6 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 110 27.28 1.083 T 4.168 1.083 23.735 K Factor = 5.60 to 100.0 0.0 4.168 0.469 110A 27.28 0.2773 0.0 5.251 1.456 Vel = 9.50 110A 0.0 1.732 2E 8.149 10.500 25.660 to 100.0 0.0 8.149 0.217 111A 27.28 0.0282 0.0 18.649 0.525 Vel = 3.71 111A 27.49 1.732 0.0 10.000 26.402 to 100.0 0.0 0.0 0.0 112A 54.77 0.1023 0.0 10.000 1.023 Vel = 7.46 112A 28.04 1.732 T 8.149 7.417 27.425 to 100.0 0.0 8.149 0.0 G1 82.81 0.2197 0.0 15.566 3.420 Vel = 11.28 G1 29.43 3.314 2E 14.547 11.458 30.845 to 100.0 0.0 14.547 0.505 G2 112.24 0.0164 0.0 26.005 0.426 Vel = 4.17 G2 136.09 3.314 0.0 10.000 31.776 to 100.0 0.0 0.0 0.0 G3 248.33 0.0711 0.0 10.000 0.711 Vel = 9.24 G3 88.97 3.314 0.0 10.000 32.487 to 100.0 0.0 0.0 0.018 G4 337.3 0.1252 0.0 10.000 1.252 Vel = 12.55 G4 61.45 3.314 0.0 2.208 33.757 to 100.0 0.0 0.0 0.0 G5 398.75 0.1707 0.0 2.208 0.377 Vel = 14.83 G5 30.17 3.314 0.0 4.292 34.134 to 100.0 0.0 0.0 0.018 G6 428.92 0.1955 0.0 4.292 0.839 Vel = 15.95 G6 109.22 4.314 E 9.992 10.958 34.991 to 100.0 0.0 9.992 0.289 G7 538.14 0.0823 0.0 20.950 1.724 Vel = 11.81 G7 32.08 4.314 5E 49.959 53.000 37.004 to 100.0 T 19.984 69.943 0.036 G8 570.22 0.0916 0.0 122.943 11.263 Vel = 12.52 G8 0.0 4.314 2E 19.984 84.000 48.303 to 100.0 T 19.984 39.968 -0.866 G9 570.22 0.0916 0.0 123.968 11.357 Vel = 12.52 G9 0.0 4.314 4E 39.967 147.000 58.794 to 100.0 F 3.997 63.948 0.108 D12 570.22 0.0916 T 19.984 210.948 19.325 Vel = 12.52 D12 0.0 4.314 2E 19.984 43.875 78.227 to 100.0 0.0 19.984 -0.650 D13 570.22 0.0916 0.0 63.859 5.851 Vel = 12.52 D13 0.0 4.314 0.0 5.000 83.428 to 100.0 0.0 0.0 2.166 DVD2 570.22 0.0916 0.0 5.000 0.458 Vel = 12.52 DVD2 0.0 4.314 D 27.977 1.333 86.052 to 100.0 0.0 27.978 0.577 DVS2 570.22 0.0916 0.0 29.311 2.685 Vel = 12.52 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 7 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn DVS2 0.0 4.314 B 16.8 1.167 89.314 to 120.0 T 28.0 44.800 0.722 D14 570.22 0.0654 0.0 45.967 3.006 Vel = 12.52 D14 0.0 6.357 0.0 3.000 93.042 to 120.0 0.0 0.0 0.0 B10 570.22 0.0097 0.0 3.000 0.029 Vel = 5.76 B10 0.0 6.357 E 17.603 12.667 93.071 to 120.0 T 37.72 55.323 0.0 B11 570.22 0.0099 0.0 67.990 0.673 Vel = 5.76 B11 0.0 6.357 0.0 1.167 93.744 to 120.0 0.0 0.0 0.0 SPB6 570.22 0.0103 0.0 1.167 0.012 Vel = 5.76 SPB6 0.0 8.249 E 21.141 1.833 93.756 to 120.0 0.0 21.141 0.0 BD 570.22 0.0028 0.0 22.974 0.064 Vel = 3.42 BD 0.0 8.249 Zib 0.0 5.167 93.820 to 120.0 0.0 0.0 3.431 * * Fixed Loss = 3.431 BS 570.22 0.0027 0.0 5.167 0.014 Vel = 3.42 BS 0.0 8.249 2E 42.282 6.083 97.265 to 120.0 0.0 42.282 -1.299 BOR 570.22 0.0028 0.0 48.365 0.135 Vel = 3.42 BOR 0.0 8.27 G 6.326 50.000 96.101 to 140.0 T 55.354 61.680 -3.032 CITY 570.22 0.0021 0.0 111.680 0.231 Vel = 3.41 250.00 Qa = 250.00 820.22 93.300 K Factor = 84.92 111 27.49 1.083 T 4.168 1.583 24.100 K Factor = 5.60 to 100.0 0.0 4.168 0.686 111A 27.49 0.2810 0.0 5.751 1.616 Vel = 9.57 0.0 27.49 26.402 K Factor = 5.35 112 28.04 1.083 T 4.168 1.583 25.063 K Factor = 5.60 to 100.0 0.0 4.168 0.686 112A 28.04 0.2914 0.0 5.751 1.676 Vel = 9.77 0.0 28.04 27.425 K Factor = 5.35 113 29.43 1.083 T 4.168 1.583 27.611 K Factor = 5.60 to 100.0 0.0 4.168 0.469 113A 29.43 0.3189 0.0 5.751 1.834 Vel = 10.25 113A 0.0 1.732 2E 8.149 5.750 29.914 to 100.0 T 8.149 16.298 0.217 G1 29.43 0.0324 0.0 22.048 0.714 Vel = 4.01 0.0 29.43 30.845 K Factor = 5.30 114 26.01 1.083 E 1.667 2.750 21.566 K Factor = 5.60 to 100.0 T 4.168 5.835 1.191 114A 26.01 0.2538 0.0 8.585 2.179 Vel = 9.06 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 8 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 114A 0.0 1.732 2E 8.149 11.500 24.936 to 100.0 0.0 8.149 0.0 115A 26.01 0.0258 0.0 19.649 0.506 Vel = 3.54 115A 26.00 1.732 0.0 5.708 25.442 to 100.0 0.0 0.0 0.0 116A 52.01 0.0930 0.0 5.708 0.531 Vel = 7.08 116A 26.28 1.732 0.0 11.667 25.973 to 100.0 0.0 0.0 0.0 117A 78.29 0.1981 0.0 11.667 2.311 Vel = 10.66 117A 28.20 1.732 T 8.149 1.833 28.284 to 100.0 0.0 8.149 0.0 G2 106.49 0.3498 0.0 9.982 3.492 Vel = 14.50 0.0 106.49 31.776 K Factor = 18.89 115 26.00 1.083 E 1.667 4.792 21.556 K Factor = 5.60 to 100.0 T 4.168 5.835 1.191 115A 26.0 0.2536 0.0 10.627 2.695 Vel = 9.06 0.0 26.00 25.442 K Factor = 5.15 116 26.29 1.083 E 1.667 4.792 22.032 K Factor = 5.60 to 100.0 T 4.168 5.835 1.191 116A 26.29 0.2588 0.0 10.627 2.750 Vel = 9.16 0.0 26.29 25.973 K Factor = 5.16 117 28.19 1.083 T 4.168 1.750 25.349 K Factor = 5.60 to 100.0 0.0 4.168 1.191 117A 28.19 0.2947 0.0 5.918 1.744 Vel = 9.82 0.0 28.19 28.284 K Factor = 5.30 118 29.61 1.083 T 4.168 1.750 27.953 K Factor = 5.60 to 100.0 0.0 4.168 0.469 118A 29.61 0.3226 0.0 5.918 1.909 Vel = 10.31 118A 0.0 1.732 2E 8.149 5.750 30.331 to 100.0 T 8.149 16.298 0.722 G2 29.61 0.0328 0.0 22.048 0.723 Vel = 4.03 0.0 29.61 31.776 K Factor = 5.25 119 29.15 1.083 E 1.667 2.750 27.089 K Factor = 5.60 to 100.0 T 4.168 5.835 1.191 119A 29.15 0.3132 0.0 8.585 2.689 Vel = 10.15 119A 0.0 1.732 0.0 11.000 30.969 to 100.0 0.0 0.0 0.0 120A 29.15 0.0319 0.0 11.000 0.351 Vel = 3.97 120A 29.74 1.732 T 8.149 1.833 31.320 to 100.0 0.0 8.149 0.0 G3 58.89 0.1169 0.0 9.982 1.167 Vel = 8.02 0.0 58.89 32.487 K Factor = 10.33 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 9 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 120 29.74 1.083 T 4.168 1.750 28.204 K Factor = 5.60 to 100.0 0.0 4.168 1.191 120A 29.74 0.3253 0.0 5.918 1.925 Vel = 10.36 0.0 29.74 31.320 K Factor = 5.31 121 30.08 1.083 T 4.168 1.750 28.860 K Factor = 5.60 to 100.0 0.0 4.168 1.191 121A 30.08 0.3324 0.0 5.918 1.967 Vel = 10.48 121A 0.0 1.732 T 8.149 5.750 32.018 to 100.0 0.0 8.149 0.0 G3 30.08 0.0337 0.0 13.899 0.469 Vel = 4.10 0.0 30.08 32.487 K Factor = 5.28 122 30.75 1.083 T 4.168 1.750 30.152 K Factor = 5.60 to 100.0 0.0 4.168 1.209 122A 30.75 0.3459 0.0 5.918 2.047 Vel = 10.71 122A 0.0 1.732 T 8.149 1.792 33.408 to 100.0 0.0 8.149 0.0 G4 30.75 0.0351 0.0 9.941 0.349 Vel = 4.19 0.0 30.75 33.757 K Factor = 5.29 123 30.70 1.083 T 4.168 1.750 30.047 K Factor = 5.60 to 100.0 0.0 4.168 1.209 123A 30.7 0.3449 0.0 5.918 2.041 Vel = 10.69 123A 0.0 1.732 T 8.149 5.000 33.297 to 100.0 0.0 8.149 0.0 G4 30.7 0.0350 0.0 13.149 0.460 Vel = 4.18 0.0 30.70 33.757 K Factor = 5.28 124 30.17 1.083 E 1.667 4.000 29.031 K Factor = 5.60 to 100.0 T 4.168 5.835 1.209 124A 30.17 0.3340 0.0 9.835 3.285 Vel = 10.51 124A 0.0 1.732 T 8.149 9.792 33.525 to 100.0 0.0 8.149 0.0 G5 30.17 0.0339 0.0 17.941 0.609 Vel = 4.11 0.0 30.17 34.134 K Factor = 5.16 125 26.37 1.083 E 1.667 3.083 22.172 K Factor = 5.60 to 100.0 T 4.168 5.835 1.191 125A 26.37 0.2603 0.0 8.918 2.321 Vel = 9.18 125A 0.0 1.732 T 8.149 10.000 25.684 to 100.0 0.0 8.149 0.0 126A 26.37 0.0265 0.0 18.149 0.481 Vel = 3.59 126A 26.63 1.732 2E 8.149 10.667 26.165 to 100.0 0.0 8.149 0.0 127A 53.0 0.0962 0.0 18.816 1.810 Vel = 7.22 127A 27.58 1.732 0.0 10.000 27.975 to 100.0 0.0 0.0 0.0 128A 80.58 0.2089 0.0 10.000 2.089 Vel = 10.97 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 10 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 128A 28.64 1.732 T 8.149 3.500 30.064 to 100.0 0.0 8.149 0.0 128B 109.22 0.3667 0.0 11.649 4.272 Vel = 14.87 128B 0.0 3.314 2E 14.547 12.000 34.336 to 100.0 T 15.586 30.132 0.0 G6 109.22 0.0155 0.0 42.132 0.655 Vel = 4.06 0.0 109.22 34.991 K Factor = 18.46 126 26.63 1.083 E 1.667 3.083 22.610 K Factor = 5.60 to 100.0 T 4.168 5.835 1.191 126A 26.63 0.2651 0.0 8.918 2.364 Vel = 9.27 0.0 26.63 26.165 K Factor = 5.21 127 27.58 1.083 E 1.667 3.083 24.261 K Factor = 5.60 to 100.0 T 4.168 5.835 1.191 127A 27.58 0.2829 0.0 8.918 2.523 Vel = 9.61 0.0 27.58 27.975 K Factor = 5.21 128 28.65 1.083 E 1.667 3.083 26.167 K Factor = 5.60 to 100.0 T 4.168 5.835 1.191 128A 28.65 0.3034 0.0 8.918 2.706 Vel = 9.98 0.0 28.65 30.064 K Factor = 5.23 129 32.08 1.083 T 4.168 1.750 32.806 K Factor = 5.60 to 100.0 0.0 4.168 1.480 129A 32.08 0.3741 0.0 5.918 2.214 Vel = 11.17 129A 0.0 1.732 T 8.149 5.125 36.500 to 100.0 0.0 8.149 0.0 G7 32.08 0.0380 0.0 13.274 0.504 Vel = 4.37 0.0 32.08 37.004 K Factor = 5.27 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc 6045 E. 76th Avenue, #12 Commerce City, CO 80022 303-288-3901 Job Name : Strata Vail Building : FP7 Location : 705 W. LIONSHE CIRCLE VAIL, CO 81657 System : NINE Contract : 13207 Data File : Strata Garage Level 3 Bldg B.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 1 Strata Vail Date 08/24/15 HYDRAULIC CALCULATIONS for Project name:STRATA VAIL Location:705 W. LIONSHE CIRCLE VAIL, CO 81657 Drawing no:FP7 Date:08/24/15 Design Remote area number:NINE Remote area location:GARAGE LEVEL 3 Occupancy classification:R-2/R-1/A-2/A-3/S-1/S-2/M Density:.20 - Gpm/SqFt Area of application:2027 - SqFt Coverage per sprinkler:130 - SqFt Type of sprinklers calculated:UPRIGHT No. of sprinklers calculated:20 In-rack demand:N/A - GPM Hose streams:250 - GPM Total water required (including hose streams):805.1 - GPM @ 94.0 - Psi Type of system:DRY SYSTEM Volume of dry or preaction system:915 - Gal Water supply information Date:03/2015 Location:EXISTING CITY MAIN Source:VAIL WATER DEPARTMENT Name of contractor:ALL-STATE FIRE PROTECTION, INC. Address:6045 E. 76th AVENUE #12 COMMERCE CITY, CO 80022 Phone number:303-288-3901 Name of designer:E. KOLECKE Authority having jurisdiction:TOWN OF VAIL Notes: (Include peaking information or gridded systems here.) WATER FLOW TEST REDUCED by 10% Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, IncPage 2 Strata VailDate 08/24/15 10203040E50R60U70S80S90E100R110P120130140150200 400 600 800 1000 1200 1400 1600 1800FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 125 C2 - Residual Pressure: 120 C2 - Residual Flow : 1680 D1 - Elevation : -10.521 D2 - System Flow : 555.098 D2 - System Pressure : 93.992 Hose ( Demand ) : 250 D3 - System Demand : 805.098 Safety Margin : 29.726 D1D2D3Water Supply Curve CComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, IncPage 3 Strata VailDate 08/24/15 Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 D Dry Rel D28 47 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 6071 81 91 101 121 Zib Wilkins 350A Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used SummaryComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 4 Strata Vail Date 08/24/15 Node Elevation K-Fact Pt Pn Flow Density Area Press No.Actual Actual Req. 131 -24.292 5.6 21.56 na 26.0 0.2 130 7.0 131A -25.208 23.24 na 132A -25.208 23.61 na 133A -25.208 24.64 na H1 -25.208 27.7 na H2 -25.208 27.89 na H3 -25.25 28.67 na H4 -25.25 32.72 na H5 -25.25 33.41 na H6 -25.375 63.73 na H7 -26.0 83.34 na H8 -26.125 88.39 na H9 -2.0 80.79 na H10 -2.0 85.08 na DVD3 -7.0 87.68 na DVS3 -8.333 90.81 na H11 -10.0 94.4 na B11 -10.0 94.41 na SPB6 -10.0 94.42 na BD -10.0 94.48 na BS -10.0 97.98 na BOR -7.0 96.8 na CITY 0.0 93.99 na 250.0 132 -24.292 5.6 21.9 na 26.21 0.2 130 7.0 133 -24.292 5.6 22.88 na 26.78 0.2 130 7.0 134 -24.292 5.6 21.78 na 26.13 0.2 130 7.0 134A -25.208 23.48 na 135A -25.208 23.76 na 136A -25.208 24.8 na 135 -24.292 5.6 22.05 na 26.29 0.2 130 7.0 136 -24.292 5.6 23.03 na 26.87 0.2 130 7.0 137 -24.292 5.6 22.39 na 26.5 0.2 130 7.0 137A -25.208 24.13 na 138A -25.208 24.42 na 139A -25.208 25.49 na 138 -24.292 5.6 22.67 na 26.66 0.2 130 7.0 139 -24.292 5.6 23.68 na 27.25 0.2 130 7.0 140 -24.292 5.6 24.31 na 27.61 0.2 130 7.0 140A -25.208 26.14 na 141A -25.208 26.46 na 142A -25.208 27.61 na H12 -25.208 31.03 na H13 -25.208 31.31 na 141 -24.292 5.6 24.61 na 27.78 0.2 130 7.0 142 -24.292 5.6 25.7 na 28.39 0.2 130 7.0 143 -24.292 5.6 24.53 na 27.74 0.2 130 7.0 143A -25.208 26.38 na 144A -25.208 26.7 na 145A -25.208 27.86 na 144 -24.292 5.6 24.84 na 27.91 0.2 130 7.0 145 -24.292 5.6 25.94 na 28.52 0.2 130 7.0 146 -24.292 5.6 26.43 na 28.79 0.2 130 7.0 146A -25.208 28.39 na 147A -25.208 28.7 na 148A -25.208 29.83 na 147 -24.292 5.6 26.73 na 28.95 0.2 130 7.0 148 -24.292 5.6 27.8 na 29.53 0.2 130 7.0 149 -24.292 5.6 29.66 na 30.5 0.2 130 7.0 149A -25.208 31.79 na 150 -24.292 5.6 30.02 na 30.68 0.2 130 7.0 150A -25.208 32.17 na 151 -24.75 82.8 na Pressure / Flow Summary - STANDARD Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 5 Strata Vail Date 08/24/15 Node Elevation K-Fact Pt Pn Flow Density Area Press No.Actual Actual Req. 151A -25.75 83.23 na J1 -25.75 83.23 na J2 -25.75 83.23 na J3 -25.792 83.25 na J4 -25.792 83.25 na J5 -25.833 83.27 na J6 -25.875 83.28 na J7 -25.958 83.32 na J8 -25.083 82.94 na 152 -24.75 82.8 na 152A -25.75 83.23 na 153 -24.75 82.8 na 153A -25.75 83.23 na 154 -24.75 82.8 na 154A -25.75 83.23 na 155 -24.75 82.8 na 155A -25.75 83.23 na 156 -24.75 82.8 na 156A -25.75 83.23 na 157 -24.75 82.8 na 157A -25.75 83.23 na 158 -24.75 82.8 na 158A -25.75 83.23 na 159 -24.75 82.8 na 159A -25.75 83.23 na 160 -24.75 82.8 na 160A -25.75 83.23 na J9 -25.958 83.32 na J10 -25.958 83.32 na J11 -25.958 83.32 na J12 -25.958 83.32 na J13 -25.958 83.32 na J14 -25.958 83.32 na J15 -25.958 83.32 na J16 -25.958 83.32 na J17 -25.958 83.32 na J18 -25.958 83.32 na 161 -24.75 82.8 na 161A -25.75 83.23 na 162 -24.75 82.8 na 162A -25.75 83.23 na 163 -24.75 82.8 na 163A -25.75 83.23 na 164 -24.75 82.8 na 164A -25.75 83.23 na 165 -24.75 82.8 na 165A -25.75 83.23 na 166 -24.75 82.8 na 166A -25.75 83.23 na 167 -24.75 82.8 na 167A -25.75 83.23 na 168 -24.75 82.8 na 168A -25.75 83.23 na 169 -24.75 82.8 na 169A -25.75 83.23 na 170 -24.75 82.8 na 170A -25.75 83.23 na 171 -17.167 79.51 na 171A -17.5 79.66 na 172A -17.5 79.66 na 173A -17.5 79.66 na K1 -18.0 79.87 na Flow Summary - Standard Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 6 Strata Vail Date 08/24/15 Node Elevation K-Fact Pt Pn Flow Density Area Press No.Actual Actual Req. K2 -19.208 80.4 na K3 -20.417 80.92 na K4 -21.625 81.44 na K5 -22.833 81.97 na K6 -23.458 82.24 na K7 -24.25 82.58 na 172 -17.167 79.51 na 173 -17.167 79.51 na 174 -18.375 80.04 na 174A -18.708 80.18 na 175A -18.708 80.18 na 176A -18.8 80.22 na 175 -18.375 80.04 na 176 -18.375 80.04 na 177 -19.583 80.56 na 177A -19.917 80.7 na 178A -19.917 80.7 na 179A -19.917 80.7 na 178 -19.583 80.56 na 179 -19.583 80.56 na 180 -20.792 81.08 na 180A -21.125 81.23 na 181A -21.125 81.23 na 182A -21.125 81.23 na 181 -20.792 81.08 na 182 -20.792 81.08 na 183 -22.0 81.61 na 183A -22.333 81.75 na 184A -22.333 81.75 na 185A -22.333 81.75 na 184 -22.0 81.61 na 185 -22.0 81.61 na 186 -22.625 81.88 na 186A -22.333 81.75 na 187A -22.333 81.75 na 188A -22.333 81.75 na 187 -22.625 81.88 na 188 -22.625 81.88 na 189 -23.417 82.22 na 189A -23.75 82.36 na 190A -23.75 82.36 na 190 -23.417 82.22 na The maximum velocity is 20.65 and it occurs in the pipe between nodes H5 and H6 Flow Summary - Standard Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 7 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 131 26.00 1.083 T 4.168 0.917 21.556 K Factor = 5.60 to 100.0 0.0 4.168 0.397 131A 26.0 0.2535 0.0 5.085 1.289 Vel = 9.06 131A 0.0 1.732 2E 8.149 6.000 23.242 to 100.0 0.0 8.149 0.0 132A 26.0 0.0258 0.0 14.149 0.365 Vel = 3.54 132A 26.21 1.732 0.0 11.000 23.607 to 100.0 0.0 0.0 0.0 133A 52.21 0.0936 0.0 11.000 1.030 Vel = 7.11 133A 26.78 1.732 T 8.149 7.083 24.637 to 100.0 0.0 8.149 0.0 H1 78.99 0.2014 0.0 15.232 3.067 Vel = 10.76 H1 0.0 2.703 0.0 8.000 27.704 to 100.0 0.0 0.0 0.0 H2 78.99 0.0230 0.0 8.000 0.184 Vel = 4.42 H2 79.30 2.703 0.0 9.208 27.888 to 100.0 0.0 0.0 0.018 H3 158.29 0.0834 0.0 9.208 0.768 Vel = 8.85 H3 80.42 2.703 T 13.311 9.375 28.674 to 100.0 0.0 13.310 0.0 H4 238.71 0.1783 0.0 22.685 4.044 Vel = 13.35 H4 167.94 3.314 0.0 3.917 32.718 to 100.0 0.0 0.0 0.0 H5 406.65 0.1772 0.0 3.917 0.694 Vel = 15.13 H5 148.45 3.314 2E 14.547 66.000 33.412 to 100.0 T 15.586 30.132 0.054 H6 555.1 0.3148 0.0 96.132 30.267 Vel = 20.65 H6 0.0 4.314 F 3.997 197.833 63.733 to 100.0 T 19.984 23.981 0.271 H7 555.1 0.0872 0.0 221.814 19.335 Vel = 12.18 H7 0.0 4.314 T 19.984 27.375 83.339 to 100.0 E 9.992 29.976 0.054 H8 555.1 0.0872 0.0 57.351 4.999 Vel = 12.18 H8 0.0 4.314 E 9.992 22.625 88.392 to 100.0 0.0 9.992 -10.448 H9 555.1 0.0872 0.0 32.617 2.843 Vel = 12.18 H9 0.0 4.314 3E 29.976 19.250 80.787 to 100.0 0.0 29.976 0.0 H10 555.1 0.0872 0.0 49.226 4.291 Vel = 12.18 H10 0.0 4.314 0.0 5.000 85.078 to 100.0 0.0 0.0 2.166 DVD3 555.1 0.0870 0.0 5.000 0.435 Vel = 12.18 DVD3 0.0 4.314 D 27.977 1.333 87.679 to 100.0 0.0 27.978 0.577 DVS3 555.1 0.0872 0.0 29.311 2.555 Vel = 12.18 DVS3 0.0 4.314 B 16.8 1.250 90.811 to 120.0 T 28.0 44.800 0.722 H11 555.1 0.0622 0.0 46.050 2.865 Vel = 12.18 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 8 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H11 0.0 6.357 0.0 1.417 94.398 to 120.0 0.0 0.0 0.0 B11 555.1 0.0099 0.0 1.417 0.014 Vel = 5.61 B11 0.0 6.357 0.0 1.167 94.412 to 120.0 0.0 0.0 0.0 SPB6 555.1 0.0094 0.0 1.167 0.011 Vel = 5.61 SPB6 0.0 8.249 E 21.141 1.833 94.423 to 120.0 0.0 21.141 0.0 BD 555.1 0.0026 0.0 22.974 0.060 Vel = 3.33 BD 0.0 8.249 Zib 0.0 5.167 94.483 to 120.0 0.0 0.0 3.478 * * Fixed Loss = 3.478 BS 555.1 0.0029 0.0 5.167 0.015 Vel = 3.33 BS 0.0 8.249 2E 42.282 6.083 97.976 to 120.0 0.0 42.282 -1.299 BOR 555.1 0.0026 0.0 48.365 0.127 Vel = 3.33 BOR 0.0 8.27 G 6.326 50.000 96.804 to 140.0 T 55.354 61.680 -3.032 CITY 555.1 0.0020 0.0 111.680 0.220 Vel = 3.32 250.00 Qa = 250.00 805.10 93.992 K Factor = 83.04 132 26.21 1.083 T 4.168 0.917 21.902 K Factor = 5.60 to 100.0 0.0 4.168 0.397 132A 26.21 0.2572 0.0 5.085 1.308 Vel = 9.13 0.0 26.21 23.607 K Factor = 5.39 133 26.78 1.083 T 4.168 0.917 22.877 K Factor = 5.60 to 100.0 0.0 4.168 0.397 133A 26.78 0.2680 0.0 5.085 1.363 Vel = 9.33 0.0 26.78 24.637 K Factor = 5.40 134 26.13 1.083 T 4.168 0.917 21.776 K Factor = 5.60 to 100.0 0.0 4.168 0.397 134A 26.13 0.2560 0.0 5.085 1.302 Vel = 9.10 134A 0.0 1.732 0.0 11.000 23.475 to 100.0 0.0 0.0 0.0 135A 26.13 0.0260 0.0 11.000 0.286 Vel = 3.56 135A 26.30 1.732 0.0 11.000 23.761 to 100.0 0.0 0.0 0.0 136A 52.43 0.0944 0.0 11.000 1.038 Vel = 7.14 136A 26.87 1.732 T 8.149 7.083 24.799 to 100.0 0.0 8.149 0.0 H2 79.3 0.2028 0.0 15.232 3.089 Vel = 10.80 0.0 79.30 27.888 K Factor = 15.02 135 26.29 1.083 T 4.168 0.917 22.048 K Factor = 5.60 to 100.0 0.0 4.168 0.397 135A 26.29 0.2588 0.0 5.085 1.316 Vel = 9.16 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 9 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 26.29 23.761 K Factor = 5.39 136 26.87 1.083 T 4.168 0.917 23.031 K Factor = 5.60 to 100.0 0.0 4.168 0.397 136A 26.87 0.2696 0.0 5.085 1.371 Vel = 9.36 0.0 26.87 24.799 K Factor = 5.40 137 26.50 1.083 T 4.168 0.917 22.394 K Factor = 5.60 to 100.0 0.0 4.168 0.397 137A 26.5 0.2627 0.0 5.085 1.336 Vel = 9.23 137A 0.0 1.732 0.0 11.000 24.127 to 100.0 0.0 0.0 0.0 138A 26.5 0.0267 0.0 11.000 0.294 Vel = 3.61 138A 26.67 1.732 0.0 11.000 24.421 to 100.0 0.0 0.0 0.0 139A 53.17 0.0968 0.0 11.000 1.065 Vel = 7.24 139A 27.25 1.732 T 8.149 7.083 25.486 to 100.0 0.0 8.149 0.018 H3 80.42 0.2081 0.0 15.232 3.170 Vel = 10.95 0.0 80.42 28.674 K Factor = 15.02 138 26.66 1.083 T 4.168 0.917 22.673 K Factor = 5.60 to 100.0 0.0 4.168 0.397 138A 26.66 0.2657 0.0 5.085 1.351 Vel = 9.29 0.0 26.66 24.421 K Factor = 5.39 139 27.25 1.083 T 4.168 0.917 23.682 K Factor = 5.60 to 100.0 0.0 4.168 0.397 139A 27.25 0.2767 0.0 5.085 1.407 Vel = 9.49 0.0 27.25 25.486 K Factor = 5.40 140 27.61 1.083 T 4.168 0.917 24.306 K Factor = 5.60 to 100.0 0.0 4.168 0.397 140A 27.61 0.2834 0.0 5.085 1.441 Vel = 9.62 140A 0.0 1.732 0.0 11.000 26.144 to 100.0 0.0 0.0 0.0 141A 27.61 0.0288 0.0 11.000 0.317 Vel = 3.76 141A 27.78 1.732 0.0 11.000 26.461 to 100.0 0.0 0.0 0.0 142A 55.39 0.1044 0.0 11.000 1.148 Vel = 7.54 142A 28.38 1.732 T 8.149 7.083 27.609 to 100.0 0.0 8.149 0.0 H12 83.77 0.2245 0.0 15.232 3.419 Vel = 11.41 H12 0.0 2.703 0.0 11.000 31.028 to 100.0 0.0 0.0 0.0 H13 83.77 0.0257 0.0 11.000 0.283 Vel = 4.68 H13 84.17 2.703 T 13.311 1.625 31.311 to 100.0 0.0 13.310 0.018 H4 167.94 0.0930 0.0 14.935 1.389 Vel = 9.39 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 10 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 167.94 32.718 K Factor = 29.36 141 27.78 1.083 T 4.168 0.917 24.606 K Factor = 5.60 to 100.0 0.0 4.168 0.397 141A 27.78 0.2867 0.0 5.085 1.458 Vel = 9.68 0.0 27.78 26.461 K Factor = 5.40 142 28.39 1.083 T 4.168 0.917 25.695 K Factor = 5.60 to 100.0 0.0 4.168 0.397 142A 28.39 0.2983 0.0 5.085 1.517 Vel = 9.89 0.0 28.39 27.609 K Factor = 5.40 143 27.74 1.083 T 4.168 0.917 24.534 K Factor = 5.60 to 100.0 0.0 4.168 0.397 143A 27.74 0.2857 0.0 5.085 1.453 Vel = 9.66 143A 0.0 1.732 0.0 11.000 26.384 to 100.0 0.0 0.0 0.0 144A 27.74 0.0291 0.0 11.000 0.320 Vel = 3.78 144A 27.91 1.732 0.0 11.000 26.704 to 100.0 0.0 0.0 0.0 145A 55.65 0.1053 0.0 11.000 1.158 Vel = 7.58 145A 28.51 1.732 T 8.149 7.083 27.862 to 100.0 0.0 8.149 0.0 H13 84.16 0.2264 0.0 15.232 3.449 Vel = 11.46 0.0 84.16 31.311 K Factor = 15.04 144 27.91 1.083 T 4.168 0.917 24.837 K Factor = 5.60 to 100.0 0.0 4.168 0.397 144A 27.91 0.2891 0.0 5.085 1.470 Vel = 9.72 0.0 27.91 26.704 K Factor = 5.40 145 28.52 1.083 T 4.168 0.917 25.935 K Factor = 5.60 to 100.0 0.0 4.168 0.397 145A 28.52 0.3009 0.0 5.085 1.530 Vel = 9.93 0.0 28.52 27.862 K Factor = 5.40 146 28.79 1.083 T 4.168 0.917 26.434 K Factor = 5.60 to 100.0 0.0 4.168 0.397 146A 28.79 0.3062 0.0 5.085 1.557 Vel = 10.03 146A 0.0 1.732 0.0 10.000 28.388 to 100.0 0.0 0.0 0.0 147A 28.79 0.0311 0.0 10.000 0.311 Vel = 3.92 147A 28.95 1.732 0.0 10.000 28.699 to 100.0 0.0 0.0 0.0 148A 57.74 0.1128 0.0 10.000 1.128 Vel = 7.86 148A 29.53 1.732 T 8.149 6.583 29.827 to 100.0 0.0 8.149 0.018 H5 87.27 0.2421 0.0 14.732 3.567 Vel = 11.88 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 11 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 87.27 33.412 K Factor = 15.10 147 28.95 1.083 T 4.168 0.917 26.729 K Factor = 5.60 to 100.0 0.0 4.168 0.397 147A 28.95 0.3093 0.0 5.085 1.573 Vel = 10.08 0.0 28.95 28.699 K Factor = 5.40 148 29.53 1.083 T 4.168 0.917 27.798 K Factor = 5.60 to 100.0 0.0 4.168 0.397 148A 29.53 0.3209 0.0 5.085 1.632 Vel = 10.28 0.0 29.53 29.827 K Factor = 5.41 149 30.50 1.083 T 4.168 0.917 29.657 K Factor = 5.60 to 100.0 0.0 4.168 0.397 149A 30.5 0.3406 0.0 5.085 1.732 Vel = 10.62 149A 0.0 1.732 0.0 11.000 31.786 to 100.0 0.0 0.0 0.0 150A 30.5 0.0346 0.0 11.000 0.381 Vel = 4.15 0.0 30.50 32.167 K Factor = 5.38 150 30.68 1.083 T 4.168 0.917 30.018 K Factor = 5.60 to 100.0 0.0 4.168 0.397 150A 30.68 0.3445 0.0 5.085 1.752 Vel = 10.69 150A 30.50 1.732 T 8.149 1.625 32.167 to 100.0 0.0 8.149 0.018 H5 61.18 0.1255 0.0 9.774 1.227 Vel = 8.33 0.0 61.18 33.412 K Factor = 10.58 151 0.0 1.083 E 1.667 1.000 82.798 to 100.0 0.0 1.667 0.433 151A 0.0 0.0 0.0 2.667 0.0 Vel = 0 151A 0.0 1.083 E 1.667 7.333 83.231 to 100.0 T 4.168 5.835 0.0 J1 0.0 0.0 0.0 13.168 0.0 Vel = 0 J1 0.0 2.703 0.0 5.208 83.231 to 100.0 0.0 0.0 0.0 J2 0.0 0.0 0.0 5.208 0.0 Vel = 0 J2 0.0 2.703 0.0 10.000 83.231 to 100.0 0.0 0.0 0.018 J3 0.0 0.0 0.0 10.000 0.0 Vel = 0 J3 0.0 2.703 0.0 13.000 83.249 to 100.0 0.0 0.0 0.0 J4 0.0 0.0 0.0 13.000 0.0 Vel = 0 J4 0.0 2.703 0.0 13.000 83.249 to 100.0 0.0 0.0 0.018 J5 0.0 0.0 0.0 13.000 0.0 Vel = 0 J5 0.0 2.703 T 13.311 23.667 83.267 to 100.0 0.0 13.310 0.018 J6 0.0 0.0 0.0 36.977 0.0 Vel = 0 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 12 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn J6 0.0 2.703 2T 26.622 40.000 83.285 to 100.0 0.0 26.622 0.036 J7 0.0 0.0 0.0 66.622 0.0 Vel = 0 J7 0.0 4.314 4E 39.967 37.250 83.321 to 100.0 0.0 39.967 -0.379 J8 0.0 0.0 0.0 77.217 0.0 Vel = 0 J8 0.0 4.314 3E 29.976 140.250 82.942 to 100.0 T 19.984 49.960 0.397 H7 0.0 0.0 0.0 190.210 0.0 Vel = 0 0.0 0.0 83.339 K Factor = 0 152 0.0 1.083 E 1.667 1.000 82.798 to 100.0 0.0 1.667 0.433 152A 0.0 0.0 0.0 2.667 0.0 Vel = 0 152A 0.0 1.083 T 4.168 6.542 83.231 to 100.0 0.0 4.168 0.0 J2 0.0 0.0 0.0 10.710 0.0 Vel = 0 0.0 0.0 83.231 K Factor = 0 153 0.0 1.083 E 1.667 1.000 82.798 to 100.0 0.0 1.667 0.433 153A 0.0 0.0 0.0 2.667 0.0 Vel = 0 153A 0.0 1.083 T 4.168 1.458 83.231 to 100.0 0.0 4.168 0.0 J2 0.0 0.0 0.0 5.626 0.0 Vel = 0 0.0 0.0 83.231 K Factor = 0 154 0.0 1.083 E 1.667 1.000 82.798 to 100.0 0.0 1.667 0.433 154A 0.0 0.0 0.0 2.667 0.0 Vel = 0 154A 0.0 1.083 T 4.168 6.542 83.231 to 100.0 0.0 4.168 0.018 J3 0.0 0.0 0.0 10.710 0.0 Vel = 0 0.0 0.0 83.249 K Factor = 0 155 0.0 1.083 E 1.667 1.000 82.798 to 100.0 0.0 1.667 0.433 155A 0.0 0.0 0.0 2.667 0.0 Vel = 0 155A 0.0 1.083 T 4.168 3.458 83.231 to 100.0 0.0 4.168 0.018 J3 0.0 0.0 0.0 7.626 0.0 Vel = 0 0.0 0.0 83.249 K Factor = 0 156 0.0 1.083 E 1.667 1.000 82.798 to 100.0 0.0 1.667 0.433 156A 0.0 0.0 0.0 2.667 0.0 Vel = 0 156A 0.0 1.083 T 4.168 6.542 83.231 to 100.0 0.0 4.168 0.018 J4 0.0 0.0 0.0 10.710 0.0 Vel = 0 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 13 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.0 83.249 K Factor = 0 157 0.0 1.083 E 1.667 1.000 82.798 to 100.0 0.0 1.667 0.433 157A 0.0 0.0 0.0 2.667 0.0 Vel = 0 157A 0.0 1.083 T 4.168 3.458 83.231 to 100.0 0.0 4.168 0.018 J4 0.0 0.0 0.0 7.626 0.0 Vel = 0 0.0 0.0 83.249 K Factor = 0 158 0.0 1.083 E 1.667 1.000 82.798 to 100.0 0.0 1.667 0.433 158A 0.0 0.0 0.0 2.667 0.0 Vel = 0 158A 0.0 1.083 T 4.168 6.542 83.231 to 100.0 0.0 4.168 0.036 J5 0.0 0.0 0.0 10.710 0.0 Vel = 0 0.0 0.0 83.267 K Factor = 0 159 0.0 1.083 E 1.667 1.000 82.798 to 100.0 0.0 1.667 0.433 159A 0.0 0.0 0.0 2.667 0.0 Vel = 0 159A 0.0 1.083 T 4.168 3.458 83.231 to 100.0 0.0 4.168 0.036 J5 0.0 0.0 0.0 7.626 0.0 Vel = 0 0.0 0.0 83.267 K Factor = 0 160 0.0 1.083 E 1.667 1.000 82.798 to 100.0 0.0 1.667 0.433 160A 0.0 0.0 0.0 2.667 0.0 Vel = 0 160A 0.0 1.083 T 4.168 5.542 83.231 to 100.0 0.0 4.168 0.090 J9 0.0 0.0 0.0 9.710 0.0 Vel = 0 J9 0.0 2.703 4E 26.622 2.000 83.321 to 100.0 0.0 26.622 0.0 J10 0.0 0.0 0.0 28.622 0.0 Vel = 0 J10 0.0 2.703 4E 26.622 10.000 83.321 to 100.0 0.0 26.622 0.0 J11 0.0 0.0 0.0 36.622 0.0 Vel = 0 J11 0.0 2.703 4E 26.622 1.000 83.321 to 100.0 0.0 26.622 0.0 J12 0.0 0.0 0.0 27.622 0.0 Vel = 0 J12 0.0 2.703 4E 26.622 9.000 83.321 to 100.0 0.0 26.622 0.0 J13 0.0 0.0 0.0 35.622 0.0 Vel = 0 J13 0.0 2.703 4E 26.622 1.000 83.321 to 100.0 0.0 26.622 0.0 J14 0.0 0.0 0.0 27.622 0.0 Vel = 0 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 14 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn J14 0.0 2.703 4E 26.622 10.167 83.321 to 100.0 0.0 26.622 0.0 J15 0.0 0.0 0.0 36.789 0.0 Vel = 0 J15 0.0 2.703 0.0 1.833 83.321 to 100.0 0.0 0.0 0.0 J16 0.0 0.0 0.0 1.833 0.0 Vel = 0 J16 0.0 2.703 0.0 8.000 83.321 to 100.0 0.0 0.0 0.0 J17 0.0 0.0 0.0 8.000 0.0 Vel = 0 J17 0.0 2.703 0.0 5.000 83.321 to 100.0 0.0 0.0 0.0 J18 0.0 0.0 0.0 5.000 0.0 Vel = 0 J18 0.0 2.703 T 13.311 4.667 83.321 to 100.0 0.0 13.310 0.0 J7 0.0 0.0 0.0 17.977 0.0 Vel = 0 0.0 0.0 83.321 K Factor = 0 161 0.0 1.083 E 1.667 1.000 82.798 to 100.0 0.0 1.667 0.433 161A 0.0 0.0 0.0 2.667 0.0 Vel = 0 161A 0.0 1.083 T 4.168 4.458 83.231 to 100.0 0.0 4.168 0.090 J10 0.0 0.0 0.0 8.626 0.0 Vel = 0 0.0 0.0 83.321 K Factor = 0 162 0.0 1.083 E 1.667 1.000 82.798 to 100.0 0.0 1.667 0.433 162A 0.0 0.0 0.0 2.667 0.0 Vel = 0 162A 0.0 1.083 T 4.168 4.458 83.231 to 100.0 0.0 4.168 0.090 J11 0.0 0.0 0.0 8.626 0.0 Vel = 0 0.0 0.0 83.321 K Factor = 0 163 0.0 1.083 E 1.667 1.000 82.798 to 100.0 0.0 1.667 0.433 163A 0.0 0.0 0.0 2.667 0.0 Vel = 0 163A 0.0 1.083 E 1.667 6.542 83.231 to 100.0 T 4.168 5.835 0.090 J12 0.0 0.0 0.0 12.377 0.0 Vel = 0 0.0 0.0 83.321 K Factor = 0 164 0.0 1.083 E 1.667 1.000 82.798 to 100.0 0.0 1.667 0.433 164A 0.0 0.0 0.0 2.667 0.0 Vel = 0 164A 0.0 1.083 T 4.168 4.458 83.231 to 100.0 0.0 4.168 0.090 J13 0.0 0.0 0.0 8.626 0.0 Vel = 0 0.0 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 15 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 83.321 K Factor = 0 165 0.0 1.083 E 1.667 1.000 82.798 to 100.0 0.0 1.667 0.433 165A 0.0 0.0 0.0 2.667 0.0 Vel = 0 165A 0.0 1.083 E 1.667 6.542 83.231 to 100.0 T 4.168 5.835 0.090 J14 0.0 0.0 0.0 12.377 0.0 Vel = 0 0.0 0.0 83.321 K Factor = 0 166 0.0 1.083 E 1.667 1.000 82.798 to 100.0 0.0 1.667 0.433 166A 0.0 0.0 0.0 2.667 0.0 Vel = 0 166A 0.0 1.083 E 1.667 7.375 83.231 to 100.0 T 4.168 5.835 0.090 J15 0.0 0.0 0.0 13.210 0.0 Vel = 0 0.0 0.0 83.321 K Factor = 0 167 0.0 1.083 E 1.667 1.000 82.798 to 100.0 0.0 1.667 0.433 167A 0.0 0.0 0.0 2.667 0.0 Vel = 0 167A 0.0 1.083 T 4.168 4.458 83.231 to 100.0 0.0 4.168 0.090 J16 0.0 0.0 0.0 8.626 0.0 Vel = 0 0.0 0.0 83.321 K Factor = 0 168 0.0 1.083 E 1.667 1.000 82.798 to 100.0 0.0 1.667 0.433 168A 0.0 0.0 0.0 2.667 0.0 Vel = 0 168A 0.0 1.083 E 1.667 7.542 83.231 to 100.0 T 4.168 5.835 0.090 J17 0.0 0.0 0.0 13.377 0.0 Vel = 0 0.0 0.0 83.321 K Factor = 0 169 0.0 1.083 E 1.667 1.000 82.798 to 100.0 0.0 1.667 0.433 169A 0.0 0.0 0.0 2.667 0.0 Vel = 0 169A 0.0 1.083 T 4.168 3.542 83.231 to 100.0 0.0 4.168 0.090 J18 0.0 0.0 0.0 7.710 0.0 Vel = 0 0.0 0.0 83.321 K Factor = 0 170 0.0 1.083 E 1.667 1.000 82.798 to 100.0 0.0 1.667 0.433 170A 0.0 0.0 0.0 2.667 0.0 Vel = 0 170A 0.0 1.083 T 4.168 4.458 83.231 to 100.0 0.0 4.168 0.090 J18 0.0 0.0 0.0 8.626 0.0 Vel = 0 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 16 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.0 83.321 K Factor = 0 171 0.0 1.083 T 4.168 0.250 79.513 to 100.0 0.0 4.168 0.144 171A 0.0 0.0002 0.0 4.418 0.001 Vel = 0 171A 0.0 1.732 0.0 10.000 79.658 to 100.0 0.0 0.0 0.0 172A 0.0 0.0 0.0 10.000 0.0 Vel = 0 172A 0.0 1.732 0.0 9.000 79.658 to 100.0 0.0 0.0 0.0 173A 0.0 0.0 0.0 9.000 0.0 Vel = 0 173A 0.0 1.732 E 4.074 2.750 79.658 to 100.0 T 8.149 12.224 0.217 K1 0.0 -0.0001 0.0 14.974 -0.001 Vel = 0 K1 0.0 3.314 0.0 12.042 79.874 to 100.0 0.0 0.0 0.523 K2 0.0 0.0 0.0 12.042 0.0 Vel = 0 K2 0.0 3.314 0.0 12.042 80.397 to 100.0 0.0 0.0 0.524 K3 0.0 0.0 0.0 12.042 0.0 Vel = 0 K3 0.0 3.314 0.0 12.042 80.921 to 100.0 0.0 0.0 0.523 K4 0.0 0.0 0.0 12.042 0.0 Vel = 0 K4 0.0 3.314 0.0 12.042 81.444 to 100.0 0.0 0.0 0.523 K5 0.0 0.0 0.0 12.042 0.0 Vel = 0 K5 0.0 3.314 0.0 6.833 81.967 to 100.0 0.0 0.0 0.271 K6 0.0 0.0 0.0 6.833 0.0 Vel = 0 K6 0.0 3.314 2E 14.547 6.167 82.238 to 100.0 0.0 14.547 0.343 K7 0.0 0.0 0.0 20.714 0.0 Vel = 0 K7 0.0 3.314 6E 43.641 69.083 82.581 to 100.0 T 15.586 59.226 0.361 J8 0.0 0.0 0.0 128.309 0.0 Vel = 0 0.0 0.0 82.942 K Factor = 0 172 0.0 1.083 T 4.168 0.250 79.513 to 100.0 0.0 4.168 0.144 172A 0.0 0.0002 0.0 4.418 0.001 Vel = 0 0.0 0.0 79.658 K Factor = 0 173 0.0 1.083 T 4.168 0.250 79.513 to 100.0 0.0 4.168 0.144 173A 0.0 0.0002 0.0 4.418 0.001 Vel = 0 0.0 0.0 79.658 K Factor = 0 174 0.0 1.083 T 4.168 0.250 80.036 to 100.0 0.0 4.168 0.144 174A 0.0 0.0002 0.0 4.418 0.001 Vel = 0 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 17 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 174A 0.0 1.732 0.0 9.000 80.181 to 100.0 0.0 0.0 0.0 175A 0.0 0.0 0.0 9.000 0.0 Vel = 0 175A 0.0 1.732 0.0 9.000 80.181 to 100.0 0.0 0.0 0.040 176A 0.0 0.0 0.0 9.000 0.0 Vel = 0 176A 0.0 1.732 E 4.074 2.750 80.221 to 100.0 T 8.149 12.224 0.177 K2 0.0 -0.0001 0.0 14.974 -0.001 Vel = 0 0.0 0.0 80.397 K Factor = 0 175 0.0 1.083 T 4.168 0.250 80.036 to 100.0 0.0 4.168 0.144 175A 0.0 0.0002 0.0 4.418 0.001 Vel = 0 0.0 0.0 80.181 K Factor = 0 176 0.0 1.083 T 4.168 0.250 80.036 to 100.0 0.0 4.168 0.184 176A 0.0 0.0002 0.0 4.418 0.001 Vel = 0 0.0 0.0 80.221 K Factor = 0 177 0.0 1.083 T 4.168 0.250 80.560 to 100.0 0.0 4.168 0.145 177A 0.0 -0.0002 0.0 4.418 -0.001 Vel = 0 177A 0.0 1.732 0.0 9.000 80.704 to 100.0 0.0 0.0 0.0 178A 0.0 0.0 0.0 9.000 0.0 Vel = 0 178A 0.0 1.732 0.0 9.000 80.704 to 100.0 0.0 0.0 0.0 179A 0.0 0.0 0.0 9.000 0.0 Vel = 0 179A 0.0 1.732 E 4.074 2.750 80.704 to 100.0 T 8.149 12.224 0.217 K3 0.0 0.0 0.0 14.974 0.0 Vel = 0 0.0 0.0 80.921 K Factor = 0 178 0.0 1.083 T 4.168 0.250 80.560 to 100.0 0.0 4.168 0.145 178A 0.0 -0.0002 0.0 4.418 -0.001 Vel = 0 0.0 0.0 80.704 K Factor = 0 179 0.0 1.083 T 4.168 0.250 80.560 to 100.0 0.0 4.168 0.145 179A 0.0 -0.0002 0.0 4.418 -0.001 Vel = 0 0.0 0.0 80.704 K Factor = 0 180 0.0 1.083 T 4.168 0.250 81.083 to 100.0 0.0 4.168 0.144 180A 0.0 0.0002 0.0 4.418 0.001 Vel = 0 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 18 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 180A 0.0 1.732 0.0 9.000 81.228 to 100.0 0.0 0.0 0.0 181A 0.0 0.0 0.0 9.000 0.0 Vel = 0 181A 0.0 1.732 0.0 9.000 81.228 to 100.0 0.0 0.0 0.0 182A 0.0 0.0 0.0 9.000 0.0 Vel = 0 182A 0.0 1.732 E 4.074 2.750 81.228 to 100.0 T 8.149 12.224 0.217 K4 0.0 -0.0001 0.0 14.974 -0.001 Vel = 0 0.0 0.0 81.444 K Factor = 0 181 0.0 1.083 T 4.168 0.250 81.083 to 100.0 0.0 4.168 0.144 181A 0.0 0.0002 0.0 4.418 0.001 Vel = 0 0.0 0.0 81.228 K Factor = 0 182 0.0 1.083 T 4.168 0.250 81.083 to 100.0 0.0 4.168 0.144 182A 0.0 0.0002 0.0 4.418 0.001 Vel = 0 0.0 0.0 81.228 K Factor = 0 183 0.0 1.083 T 4.168 0.250 81.606 to 100.0 0.0 4.168 0.144 183A 0.0 0.0002 0.0 4.418 0.001 Vel = 0 183A 0.0 1.732 0.0 9.000 81.751 to 100.0 0.0 0.0 0.0 184A 0.0 0.0 0.0 9.000 0.0 Vel = 0 184A 0.0 1.732 0.0 9.000 81.751 to 100.0 0.0 0.0 0.0 185A 0.0 0.0 0.0 9.000 0.0 Vel = 0 185A 0.0 1.732 E 4.074 2.750 81.751 to 100.0 T 8.149 12.224 0.217 K5 0.0 -0.0001 0.0 14.974 -0.001 Vel = 0 0.0 0.0 81.967 K Factor = 0 184 0.0 1.083 T 4.168 0.250 81.606 to 100.0 0.0 4.168 0.144 184A 0.0 0.0002 0.0 4.418 0.001 Vel = 0 0.0 0.0 81.751 K Factor = 0 185 0.0 1.083 T 4.168 0.250 81.606 to 100.0 0.0 4.168 0.144 185A 0.0 0.0002 0.0 4.418 0.001 Vel = 0 0.0 0.0 81.751 K Factor = 0 186 0.0 1.083 T 4.168 0.250 81.877 to 100.0 0.0 4.168 -0.126 186A 0.0 0.0 0.0 4.418 0.0 Vel = 0 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 19 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 186A 0.0 1.732 0.0 9.000 81.751 to 100.0 0.0 0.0 0.0 187A 0.0 0.0 0.0 9.000 0.0 Vel = 0 187A 0.0 1.732 0.0 9.000 81.751 to 100.0 0.0 0.0 0.0 188A 0.0 0.0 0.0 9.000 0.0 Vel = 0 188A 0.0 1.732 E 4.074 2.333 81.751 to 100.0 T 8.149 12.224 0.487 K6 0.0 0.0 0.0 14.557 0.0 Vel = 0 0.0 0.0 82.238 K Factor = 0 187 0.0 1.083 T 4.168 0.250 81.877 to 100.0 0.0 4.168 -0.126 187A 0.0 0.0 0.0 4.418 0.0 Vel = 0 0.0 0.0 81.751 K Factor = 0 188 0.0 1.083 T 4.168 0.250 81.877 to 100.0 0.0 4.168 -0.126 188A 0.0 0.0 0.0 4.418 0.0 Vel = 0 0.0 0.0 81.751 K Factor = 0 189 0.0 1.083 T 4.168 0.250 82.220 to 100.0 0.0 4.168 0.144 189A 0.0 0.0 0.0 4.418 0.0 Vel = 0 189A 0.0 1.732 0.0 9.000 82.364 to 100.0 0.0 0.0 0.0 190A 0.0 0.0 0.0 9.000 0.0 Vel = 0 190A 0.0 1.732 E 4.074 2.917 82.364 to 100.0 T 8.149 12.224 0.217 K7 0.0 0.0 0.0 15.141 0.0 Vel = 0 0.0 0.0 82.581 K Factor = 0 190 0.0 1.083 T 4.168 0.250 82.220 to 100.0 0.0 4.168 0.144 190A 0.0 0.0 0.0 4.418 0.0 Vel = 0 0.0 0.0 82.364 K Factor = 0 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc 6045 E. 76th Avenue, #12 Commerce City, CO 80022 303-288-3901 Job Name : Strata Vail Building : FP6 Location : 705 W. LIONSHE CIRCLE VAIL, CO 81657 System : TEN Contract : 13207 Data File : Strata Garage Level 3 Bldg A Owner Storage.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 1 Strata Vail Date 08/24/15 HYDRAULIC CALCULATIONS for Project name:STRATA VAIL Location:705 W. LIONSHE CIRCLE VAIL, CO 81657 Drawing no:FP6 Date:08/24/15 Design Remote area number:TEN Remote area location:GARAGE LEVEL 3 OWNER STORAGE Occupancy classification:R-2/R-1/A-2/A-3/S-1/S-2/M Density:.20 - Gpm/SqFt Area of application:1978 - SqFt Coverage per sprinkler:130 - SqFt Type of sprinklers calculated:UPRIGHT No. of sprinklers calculated:20 In-rack demand:N/A - GPM Hose streams:250 - GPM Total water required (including hose streams):832.2 - GPM @ 85.4 - Psi Type of system:DRY SYSTEM Volume of dry or preaction system:915 - Gal Water supply information Date:03/2015 Location:EXISTING CITY MAIN Source:VAIL WATER DEPARTMENT Name of contractor:ALL-STATE FIRE PROTECTION, INC. Address:6045 E. 76th AVENUE #12 COMMERCE CITY, CO 80022 Phone number:303-288-3901 Name of designer:E. KOLECKE Authority having jurisdiction:TOWN OF VAIL Notes: (Include peaking information or gridded systems here.) WATER FLOW TEST REDUCED by 10% Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, IncPage 2 Strata VailDate 08/24/15 10203040E50R60U70S80S90E100R110P120130140150200 400 600 800 1000 1200 1400 1600 1800FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 125 C2 - Residual Pressure: 120 C2 - Residual Flow : 1680 D1 - Elevation : -10.719 D2 - System Flow : 582.146 D2 - System Pressure : 85.346 Hose ( Demand ) : 250 D3 - System Demand : 832.146 Safety Margin : 38.291 D1D2D3Water Supply Curve CComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, IncPage 3 Strata VailDate 08/24/15 Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 D Dry Rel D28 47 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 6071 81 91 101 121 Zib Wilkins 350A Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used SummaryComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 4 Strata Vail Date 08/24/15 Node Elevation K-Fact Pt Pn Flow Density Area Press No.Actual Actual Req. 131 -24.292 72.35 na 131A -25.208 72.75 na 132A -25.208 72.75 na 133A -25.208 72.75 na H1 -25.208 72.75 na H2 -25.208 72.75 na H3 -25.25 72.76 na H4 -25.25 72.76 na H5 -25.25 72.76 na H6 -25.375 72.82 na H7 -26.0 73.09 na H8 -26.125 78.6 na H9 -2.0 71.26 na H10 -2.0 75.94 na DVD3 -7.0 78.59 na DVS3 -8.333 81.95 na H11 -10.0 85.8 na B11 -10.0 85.82 na SPB6 -10.0 85.83 na BD -10.0 85.9 na BS -10.0 89.3 na BOR -7.0 88.14 na CITY 0.0 85.35 na 250.0 132 -24.292 72.35 na 133 -24.292 72.35 na 134 -24.292 72.35 na 134A -25.208 72.75 na 135A -25.208 72.75 na 136A -25.208 72.75 na 135 -24.292 72.35 na 136 -24.292 72.35 na 137 -24.292 72.35 na 137A -25.208 72.75 na 138A -25.208 72.75 na 139A -25.208 72.75 na 138 -24.292 72.35 na 139 -24.292 72.35 na 140 -24.292 72.35 na 140A -25.208 72.75 na 141A -25.208 72.75 na 142A -25.208 72.75 na H12 -25.208 72.75 na H13 -25.208 72.75 na 141 -24.292 72.35 na 142 -24.292 72.35 na 143 -24.292 72.35 na 143A -25.208 72.75 na 144A -25.208 72.75 na 145A -25.208 72.75 na 144 -24.292 72.35 na 145 -24.292 72.35 na 146 -24.292 72.35 na 146A -25.208 72.75 na 147A -25.208 72.75 na 148A -25.208 72.75 na 147 -24.292 72.35 na 148 -24.292 72.35 na 149 -24.292 72.35 na 149A -25.208 72.75 na 150 -24.292 72.35 na 150A -25.208 72.75 na 151 -24.75 5.6 21.56 na 26.0 0.2 130 7.0 Pressure / Flow Summary - STANDARD Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 5 Strata Vail Date 08/24/15 Node Elevation K-Fact Pt Pn Flow Density Area Press No.Actual Actual Req. 151A -25.75 22.67 na J1 -25.75 26.01 na J2 -25.75 26.02 na J3 -25.792 26.27 na J4 -25.792 27.05 na J5 -25.833 28.54 na J6 -25.875 35.35 na J7 -25.958 47.62 na J8 -25.083 54.59 na 152 -24.75 5.6 22.11 na 26.33 0.2 130 7.0 152A -25.75 23.24 na 153 -24.75 5.6 23.33 na 27.05 0.2 130 7.0 153A -25.75 24.49 na 154 -24.75 5.6 22.32 na 26.45 0.2 130 7.0 154A -25.75 23.45 na 155 -24.75 5.6 23.04 na 26.88 0.2 130 7.0 155A -25.75 24.2 na 156 -24.75 5.6 23.0 na 26.86 0.2 130 7.0 156A -25.75 24.15 na 157 -24.75 5.6 23.75 na 27.29 0.2 130 7.0 157A -25.75 24.92 na 158 -24.75 5.6 24.29 na 27.6 0.2 130 7.0 158A -25.75 25.48 na 159 -24.75 5.6 25.07 na 28.04 0.2 130 7.0 159A -25.75 26.28 na 160 -24.75 5.6 25.82 na 28.45 0.2 130 7.0 160A -25.75 27.05 na J9 -25.958 30.05 na J10 -25.958 30.15 na J11 -25.958 30.61 na J12 -25.958 31.36 na J13 -25.958 32.99 na J14 -25.958 34.95 na J15 -25.958 38.64 na J16 -25.958 38.89 na J17 -25.958 40.33 na J18 -25.958 41.46 na 161 -24.75 5.6 26.2 na 28.66 0.2 130 7.0 161A -25.75 27.44 na 162 -24.75 5.6 26.61 na 28.89 0.2 130 7.0 162A -25.75 27.86 na 163 -24.75 5.6 26.26 na 28.69 0.2 130 7.0 163A -25.75 27.5 na 164 -24.75 5.6 28.73 na 30.02 0.2 130 7.0 164A -25.75 30.05 na 165 -24.75 5.6 29.35 na 30.34 0.2 130 7.0 165A -25.75 30.68 na 166 -24.75 5.6 32.27 na 31.81 0.2 130 7.0 166A -25.75 33.68 na 167 -24.75 5.6 34.0 na 32.65 0.2 130 7.0 167A -25.75 35.47 na 168 -24.75 5.6 33.66 na 32.49 0.2 130 7.0 168A -25.75 35.11 na 169 -24.75 5.6 36.64 na 33.9 0.2 130 7.0 169A -25.75 38.18 na 170 -24.75 5.6 36.3 na 33.74 0.2 130 7.0 170A -25.75 37.83 na 171 -17.167 51.16 na 171A -17.5 51.3 na 172A -17.5 51.3 na 173A -17.5 51.3 na K1 -18.0 51.52 na Flow Summary - Standard Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 6 Strata Vail Date 08/24/15 Node Elevation K-Fact Pt Pn Flow Density Area Press No.Actual Actual Req. K2 -19.208 52.04 na K3 -20.417 52.57 na K4 -21.625 53.09 na K5 -22.833 53.61 na K6 -23.458 53.88 na K7 -24.25 54.23 na 172 -17.167 51.16 na 173 -17.167 51.16 na 174 -18.375 51.68 na 174A -18.708 51.83 na 175A -18.708 51.83 na 176A -18.8 51.87 na 175 -18.375 51.68 na 176 -18.375 51.68 na 177 -19.583 52.2 na 177A -19.917 52.35 na 178A -19.917 52.35 na 179A -19.917 52.35 na 178 -19.583 52.2 na 179 -19.583 52.2 na 180 -20.792 52.73 na 180A -21.125 52.87 na 181A -21.125 52.87 na 182A -21.125 52.87 na 181 -20.792 52.73 na 182 -20.792 52.73 na 183 -22.0 53.25 na 183A -22.333 53.4 na 184A -22.333 53.4 na 185A -22.333 53.4 na 184 -22.0 53.25 na 185 -22.0 53.25 na 186 -22.625 53.52 na 186A -22.333 53.4 na 187A -22.333 53.4 na 188A -22.333 53.4 na 187 -22.625 53.52 na 188 -22.625 53.52 na 189 -23.417 53.87 na 189A -23.75 54.01 na 190A -23.75 54.01 na 190 -23.417 53.87 na The maximum velocity is 18.99 and it occurs in the pipe between nodes J18 and J7 Flow Summary - Standard Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 7 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 131 0.0 1.083 T 4.168 0.917 72.350 to 100.0 0.0 4.168 0.397 131A 0.0 -0.0002 0.0 5.085 -0.001 Vel = 0 131A 0.0 1.732 2E 8.149 6.000 72.746 to 100.0 0.0 8.149 0.0 132A 0.0 0.0 0.0 14.149 0.0 Vel = 0 132A 0.0 1.732 0.0 11.000 72.746 to 100.0 0.0 0.0 0.0 133A 0.0 0.0 0.0 11.000 0.0 Vel = 0 133A 0.0 1.732 T 8.149 7.083 72.746 to 100.0 0.0 8.149 0.0 H1 0.0 0.0 0.0 15.232 0.0 Vel = 0 H1 0.0 2.703 0.0 8.000 72.746 to 100.0 0.0 0.0 0.0 H2 0.0 0.0 0.0 8.000 0.0 Vel = 0 H2 0.0 2.703 0.0 9.208 72.746 to 100.0 0.0 0.0 0.018 H3 0.0 0.0001 0.0 9.208 0.001 Vel = 0 H3 0.0 2.703 T 13.311 9.375 72.765 to 100.0 0.0 13.310 0.0 H4 0.0 0.0 0.0 22.685 0.0 Vel = 0 H4 0.0 3.314 0.0 3.917 72.765 to 100.0 0.0 0.0 0.0 H5 0.0 0.0 0.0 3.917 0.0 Vel = 0 H5 0.0 3.314 2E 14.547 66.000 72.765 to 100.0 T 15.586 30.132 0.054 H6 0.0 0.0 0.0 96.132 0.0 Vel = 0 H6 0.0 4.314 F 3.997 197.833 72.819 to 100.0 T 19.984 23.981 0.271 H7 0.0 0.0 0.0 221.814 0.0 Vel = 0 H7 582.15 4.314 T 19.984 27.375 73.090 to 100.0 E 9.992 29.976 0.054 H8 582.15 0.0952 0.0 57.351 5.459 Vel = 12.78 H8 0.0 4.314 E 9.992 22.625 78.603 to 100.0 0.0 9.992 -10.448 H9 582.15 0.0952 0.0 32.617 3.104 Vel = 12.78 H9 0.0 4.314 3E 29.976 19.250 71.259 to 100.0 0.0 29.976 0.0 H10 582.15 0.0952 0.0 49.226 4.686 Vel = 12.78 H10 0.0 4.314 0.0 5.000 75.945 to 100.0 0.0 0.0 2.166 DVD3 582.15 0.0950 0.0 5.000 0.475 Vel = 12.78 DVD3 0.0 4.314 D 27.977 1.333 78.586 to 100.0 0.0 27.978 0.577 DVS3 582.15 0.0952 0.0 29.311 2.791 Vel = 12.78 DVS3 0.0 4.314 B 16.8 1.250 81.954 to 120.0 T 28.0 44.800 0.722 H11 582.15 0.0679 0.0 46.050 3.128 Vel = 12.78 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 8 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H11 0.0 6.357 0.0 1.417 85.804 to 120.0 0.0 0.0 0.0 B11 582.15 0.0099 0.0 1.417 0.014 Vel = 5.88 B11 0.0 6.357 0.0 1.167 85.818 to 120.0 0.0 0.0 0.0 SPB6 582.15 0.0103 0.0 1.167 0.012 Vel = 5.88 SPB6 0.0 8.249 E 21.141 1.833 85.830 to 120.0 0.0 21.141 0.0 BD 582.15 0.0029 0.0 22.974 0.067 Vel = 3.49 BD 0.0 8.249 Zib 0.0 5.167 85.897 to 120.0 0.0 0.0 3.385 * * Fixed Loss = 3.385 BS 582.15 0.0029 0.0 5.167 0.015 Vel = 3.49 BS 0.0 8.249 2E 42.282 6.083 89.297 to 120.0 0.0 42.282 -1.299 BOR 582.15 0.0029 0.0 48.365 0.140 Vel = 3.49 BOR 0.0 8.27 G 6.326 50.000 88.138 to 140.0 T 55.354 61.680 -3.032 CITY 582.15 0.0021 0.0 111.680 0.240 Vel = 3.48 250.00 Qa = 250.00 832.15 85.346 K Factor = 90.08 132 0.0 1.083 T 4.168 0.917 72.350 to 100.0 0.0 4.168 0.397 132A 0.0 -0.0002 0.0 5.085 -0.001 Vel = 0 0.0 0.0 72.746 K Factor = 0 133 0.0 1.083 T 4.168 0.917 72.350 to 100.0 0.0 4.168 0.397 133A 0.0 -0.0002 0.0 5.085 -0.001 Vel = 0 0.0 0.0 72.746 K Factor = 0 134 0.0 1.083 T 4.168 0.917 72.350 to 100.0 0.0 4.168 0.397 134A 0.0 -0.0002 0.0 5.085 -0.001 Vel = 0 134A 0.0 1.732 0.0 11.000 72.746 to 100.0 0.0 0.0 0.0 135A 0.0 0.0 0.0 11.000 0.0 Vel = 0 135A 0.0 1.732 0.0 11.000 72.746 to 100.0 0.0 0.0 0.0 136A 0.0 0.0 0.0 11.000 0.0 Vel = 0 136A 0.0 1.732 T 8.149 7.083 72.746 to 100.0 0.0 8.149 0.0 H2 0.0 0.0 0.0 15.232 0.0 Vel = 0 0.0 0.0 72.746 K Factor = 0 135 0.0 1.083 T 4.168 0.917 72.350 to 100.0 0.0 4.168 0.397 135A 0.0 -0.0002 0.0 5.085 -0.001 Vel = 0 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 9 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.0 72.746 K Factor = 0 136 0.0 1.083 T 4.168 0.917 72.350 to 100.0 0.0 4.168 0.397 136A 0.0 -0.0002 0.0 5.085 -0.001 Vel = 0 0.0 0.0 72.746 K Factor = 0 137 0.0 1.083 T 4.168 0.917 72.350 to 100.0 0.0 4.168 0.397 137A 0.0 -0.0002 0.0 5.085 -0.001 Vel = 0 137A 0.0 1.732 0.0 11.000 72.746 to 100.0 0.0 0.0 0.0 138A 0.0 0.0 0.0 11.000 0.0 Vel = 0 138A 0.0 1.732 0.0 11.000 72.746 to 100.0 0.0 0.0 0.0 139A 0.0 0.0 0.0 11.000 0.0 Vel = 0 139A 0.0 1.732 T 8.149 7.083 72.746 to 100.0 0.0 8.149 0.018 H3 0.0 0.0001 0.0 15.232 0.001 Vel = 0 0.0 0.0 72.765 K Factor = 0 138 0.0 1.083 T 4.168 0.917 72.350 to 100.0 0.0 4.168 0.397 138A 0.0 -0.0002 0.0 5.085 -0.001 Vel = 0 0.0 0.0 72.746 K Factor = 0 139 0.0 1.083 T 4.168 0.917 72.350 to 100.0 0.0 4.168 0.397 139A 0.0 -0.0002 0.0 5.085 -0.001 Vel = 0 0.0 0.0 72.746 K Factor = 0 140 0.0 1.083 T 4.168 0.917 72.350 to 100.0 0.0 4.168 0.397 140A 0.0 -0.0002 0.0 5.085 -0.001 Vel = 0 140A 0.0 1.732 0.0 11.000 72.746 to 100.0 0.0 0.0 0.0 141A 0.0 0.0 0.0 11.000 0.0 Vel = 0 141A 0.0 1.732 0.0 11.000 72.746 to 100.0 0.0 0.0 0.0 142A 0.0 0.0 0.0 11.000 0.0 Vel = 0 142A 0.0 1.732 T 8.149 7.083 72.746 to 100.0 0.0 8.149 0.0 H12 0.0 0.0 0.0 15.232 0.0 Vel = 0 H12 0.0 2.703 0.0 11.000 72.746 to 100.0 0.0 0.0 0.0 H13 0.0 0.0 0.0 11.000 0.0 Vel = 0 H13 0.0 2.703 T 13.311 1.625 72.746 to 100.0 0.0 13.310 0.018 H4 0.0 0.0001 0.0 14.935 0.001 Vel = 0 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 10 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.0 72.765 K Factor = 0 141 0.0 1.083 T 4.168 0.917 72.350 to 100.0 0.0 4.168 0.397 141A 0.0 -0.0002 0.0 5.085 -0.001 Vel = 0 0.0 0.0 72.746 K Factor = 0 142 0.0 1.083 T 4.168 0.917 72.350 to 100.0 0.0 4.168 0.397 142A 0.0 -0.0002 0.0 5.085 -0.001 Vel = 0 0.0 0.0 72.746 K Factor = 0 143 0.0 1.083 T 4.168 0.917 72.350 to 100.0 0.0 4.168 0.397 143A 0.0 -0.0002 0.0 5.085 -0.001 Vel = 0 143A 0.0 1.732 0.0 11.000 72.746 to 100.0 0.0 0.0 0.0 144A 0.0 0.0 0.0 11.000 0.0 Vel = 0 144A 0.0 1.732 0.0 11.000 72.746 to 100.0 0.0 0.0 0.0 145A 0.0 0.0 0.0 11.000 0.0 Vel = 0 145A 0.0 1.732 T 8.149 7.083 72.746 to 100.0 0.0 8.149 0.0 H13 0.0 0.0 0.0 15.232 0.0 Vel = 0 0.0 0.0 72.746 K Factor = 0 144 0.0 1.083 T 4.168 0.917 72.350 to 100.0 0.0 4.168 0.397 144A 0.0 -0.0002 0.0 5.085 -0.001 Vel = 0 0.0 0.0 72.746 K Factor = 0 145 0.0 1.083 T 4.168 0.917 72.350 to 100.0 0.0 4.168 0.397 145A 0.0 -0.0002 0.0 5.085 -0.001 Vel = 0 0.0 0.0 72.746 K Factor = 0 146 0.0 1.083 T 4.168 0.917 72.350 to 100.0 0.0 4.168 0.397 146A 0.0 -0.0002 0.0 5.085 -0.001 Vel = 0 146A 0.0 1.732 0.0 10.000 72.746 to 100.0 0.0 0.0 0.0 147A 0.0 0.0 0.0 10.000 0.0 Vel = 0 147A 0.0 1.732 0.0 10.000 72.746 to 100.0 0.0 0.0 0.0 148A 0.0 0.0 0.0 10.000 0.0 Vel = 0 148A 0.0 1.732 T 8.149 6.583 72.746 to 100.0 0.0 8.149 0.018 H5 0.0 0.0001 0.0 14.732 0.001 Vel = 0 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 11 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.0 72.765 K Factor = 0 147 0.0 1.083 T 4.168 0.917 72.350 to 100.0 0.0 4.168 0.397 147A 0.0 -0.0002 0.0 5.085 -0.001 Vel = 0 0.0 0.0 72.746 K Factor = 0 148 0.0 1.083 T 4.168 0.917 72.350 to 100.0 0.0 4.168 0.397 148A 0.0 -0.0002 0.0 5.085 -0.001 Vel = 0 0.0 0.0 72.746 K Factor = 0 149 0.0 1.083 T 4.168 0.917 72.350 to 100.0 0.0 4.168 0.397 149A 0.0 -0.0002 0.0 5.085 -0.001 Vel = 0 149A 0.0 1.732 0.0 11.000 72.746 to 100.0 0.0 0.0 0.0 150A 0.0 0.0 0.0 11.000 0.0 Vel = 0 0.0 0.0 72.746 K Factor = 0 150 0.0 1.083 T 4.168 0.917 72.350 to 100.0 0.0 4.168 0.397 150A 0.0 -0.0002 0.0 5.085 -0.001 Vel = 0 150A 0.0 1.732 T 8.149 1.625 72.746 to 100.0 0.0 8.149 0.018 H5 0.0 0.0001 0.0 9.774 0.001 Vel = 0 0.0 0.0 72.765 K Factor = 0 151 26.00 1.083 E 1.667 1.000 21.556 K Factor = 5.60 to 100.0 0.0 1.667 0.433 151A 26.0 0.2538 0.0 2.667 0.677 Vel = 9.06 151A 0.0 1.083 E 1.667 7.333 22.666 to 100.0 T 4.168 5.835 0.0 J1 26.0 0.2536 0.0 13.168 3.339 Vel = 9.06 J1 0.0 2.703 0.0 5.208 26.005 to 100.0 0.0 0.0 0.0 J2 26.0 0.0031 0.0 5.208 0.016 Vel = 1.45 J2 53.38 2.703 0.0 10.000 26.021 to 100.0 0.0 0.0 0.018 J3 79.38 0.0233 0.0 10.000 0.233 Vel = 4.44 J3 53.34 2.703 0.0 13.000 26.272 to 100.0 0.0 0.0 0.0 J4 132.72 0.0602 0.0 13.000 0.782 Vel = 7.42 J4 54.14 2.703 0.0 13.000 27.054 to 100.0 0.0 0.0 0.018 J5 186.86 0.1133 0.0 13.000 1.473 Vel = 10.45 J5 55.64 2.703 T 13.311 23.667 28.545 to 100.0 0.0 13.310 0.018 J6 242.5 0.1836 0.0 36.977 6.788 Vel = 13.56 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 12 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn J6 0.0 2.703 2T 26.622 40.000 35.351 to 100.0 0.0 26.622 0.036 J7 242.5 0.1836 0.0 66.622 12.229 Vel = 13.56 J7 339.65 4.314 4E 39.967 37.250 47.616 to 100.0 0.0 39.967 -0.379 J8 582.15 0.0952 0.0 77.217 7.350 Vel = 12.78 J8 0.0 4.314 3E 29.976 140.250 54.587 to 100.0 T 19.984 49.960 0.397 H7 582.15 0.0952 0.0 190.210 18.106 Vel = 12.78 0.0 582.15 73.090 K Factor = 68.09 152 26.33 1.083 E 1.667 1.000 22.114 K Factor = 5.60 to 100.0 0.0 1.667 0.433 152A 26.33 0.2598 0.0 2.667 0.693 Vel = 9.17 152A 0.0 1.083 T 4.168 6.542 23.240 to 100.0 0.0 4.168 0.0 J2 26.33 0.2597 0.0 10.710 2.781 Vel = 9.17 0.0 26.33 26.021 K Factor = 5.16 153 27.05 1.083 E 1.667 1.000 23.325 K Factor = 5.60 to 100.0 0.0 1.667 0.433 153A 27.05 0.2730 0.0 2.667 0.728 Vel = 9.42 153A 0.0 1.083 T 4.168 1.458 24.486 to 100.0 0.0 4.168 0.0 J2 27.05 0.2728 0.0 5.626 1.535 Vel = 9.42 0.0 27.05 26.021 K Factor = 5.30 154 26.45 1.083 E 1.667 1.000 22.317 K Factor = 5.60 to 100.0 0.0 1.667 0.433 154A 26.45 0.2617 0.0 2.667 0.698 Vel = 9.21 154A 0.0 1.083 T 4.168 6.542 23.448 to 100.0 0.0 4.168 0.018 J3 26.45 0.2620 0.0 10.710 2.806 Vel = 9.21 0.0 26.45 26.272 K Factor = 5.16 155 26.88 1.083 E 1.667 1.000 23.043 K Factor = 5.60 to 100.0 0.0 1.667 0.433 155A 26.88 0.2700 0.0 2.667 0.720 Vel = 9.36 155A 0.0 1.083 T 4.168 3.458 24.196 to 100.0 0.0 4.168 0.018 J3 26.88 0.2699 0.0 7.626 2.058 Vel = 9.36 0.0 26.88 26.272 K Factor = 5.24 156 26.86 1.083 E 1.667 1.000 23.000 K Factor = 5.60 to 100.0 0.0 1.667 0.433 156A 26.86 0.2692 0.0 2.667 0.718 Vel = 9.35 156A 0.0 1.083 T 4.168 6.542 24.151 to 100.0 0.0 4.168 0.018 J4 26.86 0.2694 0.0 10.710 2.885 Vel = 9.35 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 13 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 26.86 27.054 K Factor = 5.16 157 27.29 1.083 E 1.667 1.000 23.747 K Factor = 5.60 to 100.0 0.0 1.667 0.433 157A 27.29 0.2775 0.0 2.667 0.740 Vel = 9.50 157A 0.0 1.083 T 4.168 3.458 24.920 to 100.0 0.0 4.168 0.018 J4 27.29 0.2775 0.0 7.626 2.116 Vel = 9.50 0.0 27.29 27.054 K Factor = 5.25 158 27.60 1.083 E 1.667 1.000 24.287 K Factor = 5.60 to 100.0 0.0 1.667 0.433 158A 27.6 0.2835 0.0 2.667 0.756 Vel = 9.61 158A 0.0 1.083 T 4.168 6.542 25.476 to 100.0 0.0 4.168 0.036 J5 27.6 0.2832 0.0 10.710 3.033 Vel = 9.61 0.0 27.60 28.545 K Factor = 5.17 159 28.04 1.083 E 1.667 1.000 25.074 K Factor = 5.60 to 100.0 0.0 1.667 0.433 159A 28.04 0.2917 0.0 2.667 0.778 Vel = 9.77 159A 0.0 1.083 T 4.168 3.458 26.285 to 100.0 0.0 4.168 0.036 J5 28.04 0.2916 0.0 7.626 2.224 Vel = 9.77 0.0 28.04 28.545 K Factor = 5.25 160 28.45 1.083 E 1.667 1.000 25.817 K Factor = 5.60 to 100.0 0.0 1.667 0.433 160A 28.45 0.3000 0.0 2.667 0.800 Vel = 9.91 160A 0.0 1.083 T 4.168 5.542 27.050 to 100.0 0.0 4.168 0.090 J9 28.45 0.2997 0.0 9.710 2.910 Vel = 9.91 J9 0.0 2.703 4E 26.622 2.000 30.050 to 100.0 0.0 26.622 0.0 J10 28.45 0.0035 0.0 28.622 0.100 Vel = 1.59 J10 28.67 2.703 4E 26.622 10.000 30.150 to 100.0 0.0 26.622 0.0 J11 57.12 0.0126 0.0 36.622 0.463 Vel = 3.19 J11 28.88 2.703 4E 26.622 1.000 30.613 to 100.0 0.0 26.622 0.0 J12 86.0 0.0270 0.0 27.622 0.745 Vel = 4.81 J12 28.70 2.703 4E 26.622 9.000 31.358 to 100.0 0.0 26.622 0.0 J13 114.7 0.0459 0.0 35.622 1.636 Vel = 6.41 J13 30.02 2.703 4E 26.622 1.000 32.994 to 100.0 0.0 26.622 0.0 J14 144.72 0.0706 0.0 27.622 1.951 Vel = 8.09 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 14 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn J14 30.33 2.703 4E 26.622 10.167 34.945 to 100.0 0.0 26.622 0.0 J15 175.05 0.1005 0.0 36.789 3.696 Vel = 9.79 J15 31.81 2.703 0.0 1.833 38.641 to 100.0 0.0 0.0 0.0 J16 206.86 0.1364 0.0 1.833 0.250 Vel = 11.57 J16 32.66 2.703 0.0 8.000 38.891 to 100.0 0.0 0.0 0.0 J17 239.52 0.1794 0.0 8.000 1.435 Vel = 13.39 J17 32.49 2.703 0.0 5.000 40.326 to 100.0 0.0 0.0 0.0 J18 272.01 0.2272 0.0 5.000 1.136 Vel = 15.21 J18 67.63 2.703 T 13.311 4.667 41.462 to 100.0 0.0 13.310 0.0 J7 339.64 0.3423 0.0 17.977 6.154 Vel = 18.99 0.0 339.64 47.616 K Factor = 49.22 161 28.66 1.083 E 1.667 1.000 26.196 K Factor = 5.60 to 100.0 0.0 1.667 0.433 161A 28.66 0.3037 0.0 2.667 0.810 Vel = 9.98 161A 0.0 1.083 T 4.168 4.458 27.439 to 100.0 0.0 4.168 0.090 J10 28.66 0.3038 0.0 8.626 2.621 Vel = 9.98 0.0 28.66 30.150 K Factor = 5.22 162 28.89 1.083 E 1.667 1.000 26.609 K Factor = 5.60 to 100.0 0.0 1.667 0.433 162A 28.89 0.3082 0.0 2.667 0.822 Vel = 10.06 162A 0.0 1.083 T 4.168 4.458 27.864 to 100.0 0.0 4.168 0.090 J11 28.89 0.3083 0.0 8.626 2.659 Vel = 10.06 0.0 28.89 30.613 K Factor = 5.22 163 28.69 1.083 E 1.667 1.000 26.256 K Factor = 5.60 to 100.0 0.0 1.667 0.433 163A 28.69 0.3041 0.0 2.667 0.811 Vel = 9.99 163A 0.0 1.083 E 1.667 6.542 27.500 to 100.0 T 4.168 5.835 0.090 J12 28.69 0.3044 0.0 12.377 3.768 Vel = 9.99 0.0 28.69 31.358 K Factor = 5.12 164 30.02 1.083 E 1.667 1.000 28.735 K Factor = 5.60 to 100.0 0.0 1.667 0.433 164A 30.02 0.3307 0.0 2.667 0.882 Vel = 10.46 164A 0.0 1.083 T 4.168 4.458 30.050 to 100.0 0.0 4.168 0.090 J13 30.02 0.3309 0.0 8.626 2.854 Vel = 10.46 0.0 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 15 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 30.02 32.994 K Factor = 5.23 165 30.34 1.083 E 1.667 1.000 29.346 K Factor = 5.60 to 100.0 0.0 1.667 0.433 165A 30.34 0.3375 0.0 2.667 0.900 Vel = 10.57 165A 0.0 1.083 E 1.667 6.542 30.679 to 100.0 T 4.168 5.835 0.090 J14 30.34 0.3374 0.0 12.377 4.176 Vel = 10.57 0.0 30.34 34.945 K Factor = 5.13 166 31.81 1.083 E 1.667 1.000 32.269 K Factor = 5.60 to 100.0 0.0 1.667 0.433 166A 31.81 0.3682 0.0 2.667 0.982 Vel = 11.08 166A 0.0 1.083 E 1.667 7.375 33.684 to 100.0 T 4.168 5.835 0.090 J15 31.81 0.3684 0.0 13.210 4.867 Vel = 11.08 0.0 31.81 38.641 K Factor = 5.12 167 32.65 1.083 E 1.667 1.000 34.002 K Factor = 5.60 to 100.0 0.0 1.667 0.433 167A 32.65 0.3866 0.0 2.667 1.031 Vel = 11.37 167A 0.0 1.083 T 4.168 4.458 35.466 to 100.0 0.0 4.168 0.090 J16 32.65 0.3866 0.0 8.626 3.335 Vel = 11.37 0.0 32.65 38.891 K Factor = 5.24 168 32.49 1.083 E 1.667 1.000 33.658 K Factor = 5.60 to 100.0 0.0 1.667 0.433 168A 32.49 0.3832 0.0 2.667 1.022 Vel = 11.32 168A 0.0 1.083 E 1.667 7.542 35.113 to 100.0 T 4.168 5.835 0.090 J17 32.49 0.3830 0.0 13.377 5.123 Vel = 11.32 0.0 32.49 40.326 K Factor = 5.12 169 33.90 1.083 E 1.667 1.000 36.639 K Factor = 5.60 to 100.0 0.0 1.667 0.433 169A 33.9 0.4143 0.0 2.667 1.105 Vel = 11.81 169A 0.0 1.083 T 4.168 3.542 38.177 to 100.0 0.0 4.168 0.090 J18 33.9 0.4144 0.0 7.710 3.195 Vel = 11.81 0.0 33.90 41.462 K Factor = 5.26 170 33.74 1.083 E 1.667 1.000 36.300 K Factor = 5.60 to 100.0 0.0 1.667 0.433 170A 33.74 0.4106 0.0 2.667 1.095 Vel = 11.75 170A 0.0 1.083 T 4.168 4.458 37.828 to 100.0 0.0 4.168 0.090 J18 33.74 0.4109 0.0 8.626 3.544 Vel = 11.75 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 16 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 33.74 41.462 K Factor = 5.24 171 0.0 1.083 T 4.168 0.250 51.158 to 100.0 0.0 4.168 0.144 171A 0.0 0.0 0.0 4.418 0.0 Vel = 0 171A 0.0 1.732 0.0 10.000 51.302 to 100.0 0.0 0.0 0.0 172A 0.0 0.0 0.0 10.000 0.0 Vel = 0 172A 0.0 1.732 0.0 9.000 51.302 to 100.0 0.0 0.0 0.0 173A 0.0 0.0 0.0 9.000 0.0 Vel = 0 173A 0.0 1.732 E 4.074 2.750 51.302 to 100.0 T 8.149 12.224 0.217 K1 0.0 0.0 0.0 14.974 0.0 Vel = 0 K1 0.0 3.314 0.0 12.042 51.519 to 100.0 0.0 0.0 0.523 K2 0.0 0.0 0.0 12.042 0.0 Vel = 0 K2 0.0 3.314 0.0 12.042 52.042 to 100.0 0.0 0.0 0.524 K3 0.0 0.0 0.0 12.042 0.0 Vel = 0 K3 0.0 3.314 0.0 12.042 52.566 to 100.0 0.0 0.0 0.523 K4 0.0 0.0 0.0 12.042 0.0 Vel = 0 K4 0.0 3.314 0.0 12.042 53.089 to 100.0 0.0 0.0 0.523 K5 0.0 0.0 0.0 12.042 0.0 Vel = 0 K5 0.0 3.314 0.0 6.833 53.612 to 100.0 0.0 0.0 0.271 K6 0.0 0.0 0.0 6.833 0.0 Vel = 0 K6 0.0 3.314 2E 14.547 6.167 53.883 to 100.0 0.0 14.547 0.343 K7 0.0 0.0 0.0 20.714 0.0 Vel = 0 K7 0.0 3.314 6E 43.641 69.083 54.226 to 100.0 T 15.586 59.226 0.361 J8 0.0 0.0 0.0 128.309 0.0 Vel = 0 0.0 0.0 54.587 K Factor = 0 172 0.0 1.083 T 4.168 0.250 51.158 to 100.0 0.0 4.168 0.144 172A 0.0 0.0 0.0 4.418 0.0 Vel = 0 0.0 0.0 51.302 K Factor = 0 173 0.0 1.083 T 4.168 0.250 51.158 to 100.0 0.0 4.168 0.144 173A 0.0 0.0 0.0 4.418 0.0 Vel = 0 0.0 0.0 51.302 K Factor = 0 174 0.0 1.083 T 4.168 0.250 51.682 to 100.0 0.0 4.168 0.144 174A 0.0 0.0 0.0 4.418 0.0 Vel = 0 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 17 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 174A 0.0 1.732 0.0 9.000 51.826 to 100.0 0.0 0.0 0.0 175A 0.0 0.0 0.0 9.000 0.0 Vel = 0 175A 0.0 1.732 0.0 9.000 51.826 to 100.0 0.0 0.0 0.040 176A 0.0 0.0 0.0 9.000 0.0 Vel = 0 176A 0.0 1.732 E 4.074 2.750 51.866 to 100.0 T 8.149 12.224 0.177 K2 0.0 -0.0001 0.0 14.974 -0.001 Vel = 0 0.0 0.0 52.042 K Factor = 0 175 0.0 1.083 T 4.168 0.250 51.682 to 100.0 0.0 4.168 0.144 175A 0.0 0.0 0.0 4.418 0.0 Vel = 0 0.0 0.0 51.826 K Factor = 0 176 0.0 1.083 T 4.168 0.250 51.682 to 100.0 0.0 4.168 0.184 176A 0.0 0.0 0.0 4.418 0.0 Vel = 0 0.0 0.0 51.866 K Factor = 0 177 0.0 1.083 T 4.168 0.250 52.205 to 100.0 0.0 4.168 0.145 177A 0.0 -0.0002 0.0 4.418 -0.001 Vel = 0 177A 0.0 1.732 0.0 9.000 52.349 to 100.0 0.0 0.0 0.0 178A 0.0 0.0 0.0 9.000 0.0 Vel = 0 178A 0.0 1.732 0.0 9.000 52.349 to 100.0 0.0 0.0 0.0 179A 0.0 0.0 0.0 9.000 0.0 Vel = 0 179A 0.0 1.732 E 4.074 2.750 52.349 to 100.0 T 8.149 12.224 0.217 K3 0.0 0.0 0.0 14.974 0.0 Vel = 0 0.0 0.0 52.566 K Factor = 0 178 0.0 1.083 T 4.168 0.250 52.205 to 100.0 0.0 4.168 0.145 178A 0.0 -0.0002 0.0 4.418 -0.001 Vel = 0 0.0 0.0 52.349 K Factor = 0 179 0.0 1.083 T 4.168 0.250 52.205 to 100.0 0.0 4.168 0.145 179A 0.0 -0.0002 0.0 4.418 -0.001 Vel = 0 0.0 0.0 52.349 K Factor = 0 180 0.0 1.083 T 4.168 0.250 52.728 to 100.0 0.0 4.168 0.144 180A 0.0 0.0 0.0 4.418 0.0 Vel = 0 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 18 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 180A 0.0 1.732 0.0 9.000 52.872 to 100.0 0.0 0.0 0.0 181A 0.0 0.0 0.0 9.000 0.0 Vel = 0 181A 0.0 1.732 0.0 9.000 52.872 to 100.0 0.0 0.0 0.0 182A 0.0 0.0 0.0 9.000 0.0 Vel = 0 182A 0.0 1.732 E 4.074 2.750 52.872 to 100.0 T 8.149 12.224 0.217 K4 0.0 0.0 0.0 14.974 0.0 Vel = 0 0.0 0.0 53.089 K Factor = 0 181 0.0 1.083 T 4.168 0.250 52.728 to 100.0 0.0 4.168 0.144 181A 0.0 0.0 0.0 4.418 0.0 Vel = 0 0.0 0.0 52.872 K Factor = 0 182 0.0 1.083 T 4.168 0.250 52.728 to 100.0 0.0 4.168 0.144 182A 0.0 0.0 0.0 4.418 0.0 Vel = 0 0.0 0.0 52.872 K Factor = 0 183 0.0 1.083 T 4.168 0.250 53.251 to 100.0 0.0 4.168 0.144 183A 0.0 0.0002 0.0 4.418 0.001 Vel = 0 183A 0.0 1.732 0.0 9.000 53.396 to 100.0 0.0 0.0 0.0 184A 0.0 0.0 0.0 9.000 0.0 Vel = 0 184A 0.0 1.732 0.0 9.000 53.396 to 100.0 0.0 0.0 0.0 185A 0.0 0.0 0.0 9.000 0.0 Vel = 0 185A 0.0 1.732 E 4.074 2.750 53.396 to 100.0 T 8.149 12.224 0.217 K5 0.0 -0.0001 0.0 14.974 -0.001 Vel = 0 0.0 0.0 53.612 K Factor = 0 184 0.0 1.083 T 4.168 0.250 53.251 to 100.0 0.0 4.168 0.144 184A 0.0 0.0002 0.0 4.418 0.001 Vel = 0 0.0 0.0 53.396 K Factor = 0 185 0.0 1.083 T 4.168 0.250 53.251 to 100.0 0.0 4.168 0.144 185A 0.0 0.0002 0.0 4.418 0.001 Vel = 0 0.0 0.0 53.396 K Factor = 0 186 0.0 1.083 T 4.168 0.250 53.522 to 100.0 0.0 4.168 -0.126 186A 0.0 0.0 0.0 4.418 0.0 Vel = 0 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 19 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 186A 0.0 1.732 0.0 9.000 53.396 to 100.0 0.0 0.0 0.0 187A 0.0 0.0 0.0 9.000 0.0 Vel = 0 187A 0.0 1.732 0.0 9.000 53.396 to 100.0 0.0 0.0 0.0 188A 0.0 0.0 0.0 9.000 0.0 Vel = 0 188A 0.0 1.732 E 4.074 2.333 53.396 to 100.0 T 8.149 12.224 0.487 K6 0.0 0.0 0.0 14.557 0.0 Vel = 0 0.0 0.0 53.883 K Factor = 0 187 0.0 1.083 T 4.168 0.250 53.522 to 100.0 0.0 4.168 -0.126 187A 0.0 0.0 0.0 4.418 0.0 Vel = 0 0.0 0.0 53.396 K Factor = 0 188 0.0 1.083 T 4.168 0.250 53.522 to 100.0 0.0 4.168 -0.126 188A 0.0 0.0 0.0 4.418 0.0 Vel = 0 0.0 0.0 53.396 K Factor = 0 189 0.0 1.083 T 4.168 0.250 53.865 to 100.0 0.0 4.168 0.144 189A 0.0 0.0 0.0 4.418 0.0 Vel = 0 189A 0.0 1.732 0.0 9.000 54.009 to 100.0 0.0 0.0 0.0 190A 0.0 0.0 0.0 9.000 0.0 Vel = 0 190A 0.0 1.732 E 4.074 2.917 54.009 to 100.0 T 8.149 12.224 0.217 K7 0.0 0.0 0.0 15.141 0.0 Vel = 0 0.0 0.0 54.226 K Factor = 0 190 0.0 1.083 T 4.168 0.250 53.865 to 100.0 0.0 4.168 0.144 190A 0.0 0.0 0.0 4.418 0.0 Vel = 0 0.0 0.0 54.009 K Factor = 0 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc 6045 E. 76th Avenue, #12 Commerce City, CO 80022 303-288-3901 Job Name : Strata Vail Building : FP6 Location : 705 W. LIONSHE CIRCLE VAIL, CO 81657 System : ELEVEN Contract : 13207 Data File : Strata Garage Level 3 Bldg A Ramp Area.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 1 Strata Vail Date 08/24/15 HYDRAULIC CALCULATIONS for Project name:STRATA VAIL Location:705 W. LIONSHE CIRCLE VAIL, CO 81657 Drawing no:FP6 Date:08/24/15 Design Remote area number:ELEVEN Remote area location:GARAGE LEVEL 3 RAMP AREA Occupancy classification:R-2/R-1/A-2/A-3/S-1/S-2/M Density:.20 - Gpm/SqFt Area of application:1950 - SqFt Coverage per sprinkler:130 - SqFt Type of sprinklers calculated:UPRIGHT No. of sprinklers calculated:20 In-rack demand:N/A - GPM Hose streams:250 - GPM Total water required (including hose streams):811.7 - GPM @ 109.1 - Psi Type of system:DRY SYSTEM Volume of dry or preaction system:915 - Gal Water supply information Date:03/2015 Location:EXISTING CITY MAIN Source:VAIL WATER DEPARTMENT Name of contractor:ALL-STATE FIRE PROTECTION, INC. Address:6045 E. 76th AVENUE #12 COMMERCE CITY, CO 80022 Phone number:303-288-3901 Name of designer:E. KOLECKE Authority having jurisdiction:TOWN OF VAIL Notes: (Include peaking information or gridded systems here.) WATER FLOW TEST REDUCED by 10% Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, IncPage 2 Strata VailDate 08/24/15 10203040E50R60U70S80S90E100R110P120130140150200 400 600 800 1000 1200 1400 1600 1800FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 125 C2 - Residual Pressure: 120 C2 - Residual Flow : 1680 D1 - Elevation : -7.435 D2 - System Flow : 561.622 D2 - System Pressure : 109.030 Hose ( Demand ) : 250 D3 - System Demand : 811.622 Safety Margin : 14.669 D1D2D3Water Supply Curve CComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, IncPage 3 Strata VailDate 08/24/15 Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 D Dry Rel D28 47 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 6071 81 91 101 121 Zib Wilkins 350A Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used SummaryComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 4 Strata Vail Date 08/24/15 Node Elevation K-Fact Pt Pn Flow Density Area Press No.Actual Actual Req. 131 -24.292 97.26 na 131A -25.208 97.65 na 132A -25.208 97.65 na 133A -25.208 97.65 na H1 -25.208 97.65 na H2 -25.208 97.65 na H3 -25.25 97.67 na H4 -25.25 97.67 na H5 -25.25 97.67 na H6 -25.375 97.73 na H7 -26.0 98.0 na H8 -26.125 103.16 na H9 -2.0 95.62 na H10 -2.0 100.0 na DVD3 -7.0 102.61 na DVS3 -8.333 105.8 na H11 -10.0 109.45 na B11 -10.0 109.46 na SPB6 -10.0 109.47 na BD -10.0 109.54 na BS -10.0 113.01 na BOR -7.0 111.84 na CITY 0.0 109.03 na 250.0 132 -24.292 97.26 na 133 -24.292 97.26 na 134 -24.292 97.26 na 134A -25.208 97.65 na 135A -25.208 97.65 na 136A -25.208 97.65 na 135 -24.292 97.26 na 136 -24.292 97.26 na 137 -24.292 97.26 na 137A -25.208 97.65 na 138A -25.208 97.65 na 139A -25.208 97.65 na 138 -24.292 97.26 na 139 -24.292 97.26 na 140 -24.292 97.26 na 140A -25.208 97.65 na 141A -25.208 97.65 na 142A -25.208 97.65 na H12 -25.208 97.65 na H13 -25.208 97.65 na 141 -24.292 97.26 na 142 -24.292 97.26 na 143 -24.292 97.26 na 143A -25.208 97.65 na 144A -25.208 97.65 na 145A -25.208 97.65 na 144 -24.292 97.26 na 145 -24.292 97.26 na 146 -24.292 97.26 na 146A -25.208 97.65 na 147A -25.208 97.65 na 148A -25.208 97.65 na 147 -24.292 97.26 na 148 -24.292 97.26 na 149 -24.292 97.26 na 149A -25.208 97.65 na 150 -24.292 97.26 na 150A -25.208 97.65 na 151 -24.75 80.51 na Pressure / Flow Summary - STANDARD Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 5 Strata Vail Date 08/24/15 Node Elevation K-Fact Pt Pn Flow Density Area Press No.Actual Actual Req. 151A -25.75 80.95 na J1 -25.75 80.95 na J2 -25.75 80.95 na J3 -25.792 80.96 na J4 -25.792 80.96 na J5 -25.833 80.98 na J6 -25.875 81.0 na J7 -25.958 81.04 na J8 -25.083 80.66 na 152 -24.75 80.51 na 152A -25.75 80.95 na 153 -24.75 80.51 na 153A -25.75 80.95 na 154 -24.75 80.51 na 154A -25.75 80.95 na 155 -24.75 80.51 na 155A -25.75 80.95 na 156 -24.75 80.51 na 156A -25.75 80.95 na 157 -24.75 80.51 na 157A -25.75 80.95 na 158 -24.75 80.51 na 158A -25.75 80.95 na 159 -24.75 80.51 na 159A -25.75 80.95 na 160 -24.75 80.51 na 160A -25.75 80.95 na J9 -25.958 81.04 na J10 -25.958 81.04 na J11 -25.958 81.04 na J12 -25.958 81.04 na J13 -25.958 81.04 na J14 -25.958 81.04 na J15 -25.958 81.04 na J16 -25.958 81.04 na J17 -25.958 81.04 na J18 -25.958 81.04 na 161 -24.75 80.51 na 161A -25.75 80.95 na 162 -24.75 80.51 na 162A -25.75 80.95 na 163 -24.75 80.51 na 163A -25.75 80.95 na 164 -24.75 80.51 na 164A -25.75 80.95 na 165 -24.75 80.51 na 165A -25.75 80.95 na 166 -24.75 80.51 na 166A -25.75 80.95 na 167 -24.75 80.51 na 167A -25.75 80.95 na 168 -24.75 80.51 na 168A -25.75 80.95 na 169 -24.75 80.51 na 169A -25.75 80.95 na 170 -24.75 80.51 na 170A -25.75 80.95 na 171 -17.167 5.6 21.56 na 26.0 0.2 130 7.0 171A -17.5 22.82 na 172A -17.5 23.08 na 173A -17.5 23.92 na K1 -18.0 27.14 na Flow Summary - Standard Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 6 Strata Vail Date 08/24/15 Node Elevation K-Fact Pt Pn Flow Density Area Press No.Actual Actual Req. K2 -19.208 27.76 na K3 -20.417 28.66 na K4 -21.625 29.98 na K5 -22.833 31.89 na K6 -23.458 33.38 na K7 -24.25 39.01 na 172 -17.167 5.6 21.8 na 26.15 0.2 130 7.0 173 -17.167 5.6 22.6 na 26.62 0.2 130 7.0 174 -18.375 5.6 22.09 na 26.32 0.2 130 7.0 174A -18.708 23.38 na 175A -18.708 23.62 na 176A -18.8 24.52 na 175 -18.375 5.6 22.32 na 26.46 0.2 130 7.0 176 -18.375 5.6 23.14 na 26.94 0.2 130 7.0 177 -19.583 5.6 22.82 na 26.75 0.2 130 7.0 177A -19.917 24.15 na 178A -19.917 24.4 na 179A -19.917 25.28 na 178 -19.583 5.6 23.06 na 26.89 0.2 130 7.0 179 -19.583 5.6 23.9 na 27.38 0.2 130 7.0 180 -20.792 5.6 23.91 na 27.38 0.2 130 7.0 180A -21.125 25.29 na 181A -21.125 25.54 na 182A -21.125 26.47 na 181 -20.792 5.6 24.15 na 27.52 0.2 130 7.0 182 -20.792 5.6 25.04 na 28.02 0.2 130 7.0 183 -22.0 5.6 25.48 na 28.26 0.2 130 7.0 183A -22.333 26.93 na 184A -22.333 27.2 na 185A -22.333 28.18 na 184 -22.0 5.6 25.73 na 28.41 0.2 130 7.0 185 -22.0 5.6 26.67 na 28.92 0.2 130 7.0 186 -22.625 5.6 26.78 na 28.98 0.2 130 7.0 186A -22.333 28.02 na 187A -22.333 28.31 na 188A -22.333 29.33 na 187 -22.625 5.6 27.05 na 29.13 0.2 130 7.0 188 -22.625 5.6 28.03 na 29.65 0.2 130 7.0 189 -23.417 5.6 34.39 na 32.84 0.2 130 7.0 189A -23.75 36.26 na 190A -23.75 36.62 na 190 -23.417 5.6 34.73 na 33.0 0.2 130 7.0 The maximum velocity is 20.89 and it occurs in the pipe between nodes K7 and J8 Flow Summary - Standard Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 7 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 131 0.0 1.083 T 4.168 0.917 97.256 to 100.0 0.0 4.168 0.397 131A 0.0 0.0 0.0 5.085 0.0 Vel = 0 131A 0.0 1.732 2E 8.149 6.000 97.653 to 100.0 0.0 8.149 0.0 132A 0.0 0.0 0.0 14.149 0.0 Vel = 0 132A 0.0 1.732 0.0 11.000 97.653 to 100.0 0.0 0.0 0.0 133A 0.0 0.0 0.0 11.000 0.0 Vel = 0 133A 0.0 1.732 T 8.149 7.083 97.653 to 100.0 0.0 8.149 0.0 H1 0.0 0.0 0.0 15.232 0.0 Vel = 0 H1 0.0 2.703 0.0 8.000 97.653 to 100.0 0.0 0.0 0.0 H2 0.0 0.0 0.0 8.000 0.0 Vel = 0 H2 0.0 2.703 0.0 9.208 97.653 to 100.0 0.0 0.0 0.018 H3 0.0 0.0 0.0 9.208 0.0 Vel = 0 H3 0.0 2.703 T 13.311 9.375 97.671 to 100.0 0.0 13.310 0.0 H4 0.0 0.0 0.0 22.685 0.0 Vel = 0 H4 0.0 3.314 0.0 3.917 97.671 to 100.0 0.0 0.0 0.0 H5 0.0 0.0 0.0 3.917 0.0 Vel = 0 H5 0.0 3.314 2E 14.547 66.000 97.671 to 100.0 T 15.586 30.132 0.054 H6 0.0 0.0 0.0 96.132 0.0 Vel = 0 H6 0.0 4.314 F 3.997 197.833 97.725 to 100.0 T 19.984 23.981 0.271 H7 0.0 0.0 0.0 221.814 0.0 Vel = 0 H7 561.62 4.314 T 19.984 27.375 97.996 to 100.0 E 9.992 29.976 0.054 H8 561.62 0.0891 0.0 57.351 5.108 Vel = 12.33 H8 0.0 4.314 E 9.992 22.625 103.158 to 100.0 0.0 9.992 -10.448 H9 561.62 0.0891 0.0 32.617 2.905 Vel = 12.33 H9 0.0 4.314 3E 29.976 19.250 95.615 to 100.0 0.0 29.976 0.0 H10 561.62 0.0891 0.0 49.226 4.385 Vel = 12.33 H10 0.0 4.314 0.0 5.000 100.000 to 100.0 0.0 0.0 2.166 DVD3 561.62 0.0890 0.0 5.000 0.445 Vel = 12.33 DVD3 0.0 4.314 D 27.977 1.333 102.611 to 100.0 0.0 27.978 0.577 DVS3 561.62 0.0891 0.0 29.311 2.611 Vel = 12.33 DVS3 0.0 4.314 B 16.8 1.250 105.799 to 120.0 T 28.0 44.800 0.722 H11 561.62 0.0636 0.0 46.050 2.927 Vel = 12.33 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 8 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H11 0.0 6.357 0.0 1.417 109.448 to 120.0 0.0 0.0 0.0 B11 561.62 0.0099 0.0 1.417 0.014 Vel = 5.68 B11 0.0 6.357 0.0 1.167 109.462 to 120.0 0.0 0.0 0.0 SPB6 561.62 0.0094 0.0 1.167 0.011 Vel = 5.68 SPB6 0.0 8.249 E 21.141 1.833 109.473 to 120.0 0.0 21.141 0.0 BD 561.62 0.0027 0.0 22.974 0.062 Vel = 3.37 BD 0.0 8.249 Zib 0.0 5.167 109.535 to 120.0 0.0 0.0 3.456 * * Fixed Loss = 3.456 BS 561.62 0.0029 0.0 5.167 0.015 Vel = 3.37 BS 0.0 8.249 2E 42.282 6.083 113.006 to 120.0 0.0 42.282 -1.299 BOR 561.62 0.0027 0.0 48.365 0.130 Vel = 3.37 BOR 0.0 8.27 G 6.326 50.000 111.837 to 140.0 T 55.354 61.680 -3.032 CITY 561.62 0.0020 0.0 111.680 0.225 Vel = 3.35 250.00 Qa = 250.00 811.62 109.030 K Factor = 77.73 132 0.0 1.083 T 4.168 0.917 97.256 to 100.0 0.0 4.168 0.397 132A 0.0 0.0 0.0 5.085 0.0 Vel = 0 0.0 0.0 97.653 K Factor = 0 133 0.0 1.083 T 4.168 0.917 97.256 to 100.0 0.0 4.168 0.397 133A 0.0 0.0 0.0 5.085 0.0 Vel = 0 0.0 0.0 97.653 K Factor = 0 134 0.0 1.083 T 4.168 0.917 97.256 to 100.0 0.0 4.168 0.397 134A 0.0 0.0 0.0 5.085 0.0 Vel = 0 134A 0.0 1.732 0.0 11.000 97.653 to 100.0 0.0 0.0 0.0 135A 0.0 0.0 0.0 11.000 0.0 Vel = 0 135A 0.0 1.732 0.0 11.000 97.653 to 100.0 0.0 0.0 0.0 136A 0.0 0.0 0.0 11.000 0.0 Vel = 0 136A 0.0 1.732 T 8.149 7.083 97.653 to 100.0 0.0 8.149 0.0 H2 0.0 0.0 0.0 15.232 0.0 Vel = 0 0.0 0.0 97.653 K Factor = 0 135 0.0 1.083 T 4.168 0.917 97.256 to 100.0 0.0 4.168 0.397 135A 0.0 0.0 0.0 5.085 0.0 Vel = 0 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 9 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.0 97.653 K Factor = 0 136 0.0 1.083 T 4.168 0.917 97.256 to 100.0 0.0 4.168 0.397 136A 0.0 0.0 0.0 5.085 0.0 Vel = 0 0.0 0.0 97.653 K Factor = 0 137 0.0 1.083 T 4.168 0.917 97.256 to 100.0 0.0 4.168 0.397 137A 0.0 0.0 0.0 5.085 0.0 Vel = 0 137A 0.0 1.732 0.0 11.000 97.653 to 100.0 0.0 0.0 0.0 138A 0.0 0.0 0.0 11.000 0.0 Vel = 0 138A 0.0 1.732 0.0 11.000 97.653 to 100.0 0.0 0.0 0.0 139A 0.0 0.0 0.0 11.000 0.0 Vel = 0 139A 0.0 1.732 T 8.149 7.083 97.653 to 100.0 0.0 8.149 0.018 H3 0.0 0.0 0.0 15.232 0.0 Vel = 0 0.0 0.0 97.671 K Factor = 0 138 0.0 1.083 T 4.168 0.917 97.256 to 100.0 0.0 4.168 0.397 138A 0.0 0.0 0.0 5.085 0.0 Vel = 0 0.0 0.0 97.653 K Factor = 0 139 0.0 1.083 T 4.168 0.917 97.256 to 100.0 0.0 4.168 0.397 139A 0.0 0.0 0.0 5.085 0.0 Vel = 0 0.0 0.0 97.653 K Factor = 0 140 0.0 1.083 T 4.168 0.917 97.256 to 100.0 0.0 4.168 0.397 140A 0.0 0.0 0.0 5.085 0.0 Vel = 0 140A 0.0 1.732 0.0 11.000 97.653 to 100.0 0.0 0.0 0.0 141A 0.0 0.0 0.0 11.000 0.0 Vel = 0 141A 0.0 1.732 0.0 11.000 97.653 to 100.0 0.0 0.0 0.0 142A 0.0 0.0 0.0 11.000 0.0 Vel = 0 142A 0.0 1.732 T 8.149 7.083 97.653 to 100.0 0.0 8.149 0.0 H12 0.0 0.0 0.0 15.232 0.0 Vel = 0 H12 0.0 2.703 0.0 11.000 97.653 to 100.0 0.0 0.0 0.0 H13 0.0 0.0 0.0 11.000 0.0 Vel = 0 H13 0.0 2.703 T 13.311 1.625 97.653 to 100.0 0.0 13.310 0.018 H4 0.0 0.0 0.0 14.935 0.0 Vel = 0 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 10 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.0 97.671 K Factor = 0 141 0.0 1.083 T 4.168 0.917 97.256 to 100.0 0.0 4.168 0.397 141A 0.0 0.0 0.0 5.085 0.0 Vel = 0 0.0 0.0 97.653 K Factor = 0 142 0.0 1.083 T 4.168 0.917 97.256 to 100.0 0.0 4.168 0.397 142A 0.0 0.0 0.0 5.085 0.0 Vel = 0 0.0 0.0 97.653 K Factor = 0 143 0.0 1.083 T 4.168 0.917 97.256 to 100.0 0.0 4.168 0.397 143A 0.0 0.0 0.0 5.085 0.0 Vel = 0 143A 0.0 1.732 0.0 11.000 97.653 to 100.0 0.0 0.0 0.0 144A 0.0 0.0 0.0 11.000 0.0 Vel = 0 144A 0.0 1.732 0.0 11.000 97.653 to 100.0 0.0 0.0 0.0 145A 0.0 0.0 0.0 11.000 0.0 Vel = 0 145A 0.0 1.732 T 8.149 7.083 97.653 to 100.0 0.0 8.149 0.0 H13 0.0 0.0 0.0 15.232 0.0 Vel = 0 0.0 0.0 97.653 K Factor = 0 144 0.0 1.083 T 4.168 0.917 97.256 to 100.0 0.0 4.168 0.397 144A 0.0 0.0 0.0 5.085 0.0 Vel = 0 0.0 0.0 97.653 K Factor = 0 145 0.0 1.083 T 4.168 0.917 97.256 to 100.0 0.0 4.168 0.397 145A 0.0 0.0 0.0 5.085 0.0 Vel = 0 0.0 0.0 97.653 K Factor = 0 146 0.0 1.083 T 4.168 0.917 97.256 to 100.0 0.0 4.168 0.397 146A 0.0 0.0 0.0 5.085 0.0 Vel = 0 146A 0.0 1.732 0.0 10.000 97.653 to 100.0 0.0 0.0 0.0 147A 0.0 0.0 0.0 10.000 0.0 Vel = 0 147A 0.0 1.732 0.0 10.000 97.653 to 100.0 0.0 0.0 0.0 148A 0.0 0.0 0.0 10.000 0.0 Vel = 0 148A 0.0 1.732 T 8.149 6.583 97.653 to 100.0 0.0 8.149 0.018 H5 0.0 0.0 0.0 14.732 0.0 Vel = 0 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 11 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.0 97.671 K Factor = 0 147 0.0 1.083 T 4.168 0.917 97.256 to 100.0 0.0 4.168 0.397 147A 0.0 0.0 0.0 5.085 0.0 Vel = 0 0.0 0.0 97.653 K Factor = 0 148 0.0 1.083 T 4.168 0.917 97.256 to 100.0 0.0 4.168 0.397 148A 0.0 0.0 0.0 5.085 0.0 Vel = 0 0.0 0.0 97.653 K Factor = 0 149 0.0 1.083 T 4.168 0.917 97.256 to 100.0 0.0 4.168 0.397 149A 0.0 0.0 0.0 5.085 0.0 Vel = 0 149A 0.0 1.732 0.0 11.000 97.653 to 100.0 0.0 0.0 0.0 150A 0.0 0.0 0.0 11.000 0.0 Vel = 0 0.0 0.0 97.653 K Factor = 0 150 0.0 1.083 T 4.168 0.917 97.256 to 100.0 0.0 4.168 0.397 150A 0.0 0.0 0.0 5.085 0.0 Vel = 0 150A 0.0 1.732 T 8.149 1.625 97.653 to 100.0 0.0 8.149 0.018 H5 0.0 0.0 0.0 9.774 0.0 Vel = 0 0.0 0.0 97.671 K Factor = 0 151 0.0 1.083 E 1.667 1.000 80.512 to 100.0 0.0 1.667 0.433 151A 0.0 0.0 0.0 2.667 0.0 Vel = 0 151A 0.0 1.083 E 1.667 7.333 80.945 to 100.0 T 4.168 5.835 0.0 J1 0.0 0.0 0.0 13.168 0.0 Vel = 0 J1 0.0 2.703 0.0 5.208 80.945 to 100.0 0.0 0.0 0.0 J2 0.0 0.0 0.0 5.208 0.0 Vel = 0 J2 0.0 2.703 0.0 10.000 80.945 to 100.0 0.0 0.0 0.018 J3 0.0 0.0 0.0 10.000 0.0 Vel = 0 J3 0.0 2.703 0.0 13.000 80.963 to 100.0 0.0 0.0 0.0 J4 0.0 0.0 0.0 13.000 0.0 Vel = 0 J4 0.0 2.703 0.0 13.000 80.963 to 100.0 0.0 0.0 0.018 J5 0.0 0.0 0.0 13.000 0.0 Vel = 0 J5 0.0 2.703 T 13.311 23.667 80.981 to 100.0 0.0 13.310 0.018 J6 0.0 0.0 0.0 36.977 0.0 Vel = 0 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 12 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn J6 0.0 2.703 2T 26.622 40.000 80.999 to 100.0 0.0 26.622 0.036 J7 0.0 0.0 0.0 66.622 0.0 Vel = 0 J7 0.0 4.314 4E 39.967 37.250 81.035 to 100.0 0.0 39.967 -0.379 J8 0.0 0.0 0.0 77.217 0.0 Vel = 0 J8 561.62 4.314 3E 29.976 140.250 80.656 to 100.0 T 19.984 49.960 0.397 H7 561.62 0.0891 0.0 190.210 16.943 Vel = 12.33 0.0 561.62 97.996 K Factor = 56.73 152 0.0 1.083 E 1.667 1.000 80.512 to 100.0 0.0 1.667 0.433 152A 0.0 0.0 0.0 2.667 0.0 Vel = 0 152A 0.0 1.083 T 4.168 6.542 80.945 to 100.0 0.0 4.168 0.0 J2 0.0 0.0 0.0 10.710 0.0 Vel = 0 0.0 0.0 80.945 K Factor = 0 153 0.0 1.083 E 1.667 1.000 80.512 to 100.0 0.0 1.667 0.433 153A 0.0 0.0 0.0 2.667 0.0 Vel = 0 153A 0.0 1.083 T 4.168 1.458 80.945 to 100.0 0.0 4.168 0.0 J2 0.0 0.0 0.0 5.626 0.0 Vel = 0 0.0 0.0 80.945 K Factor = 0 154 0.0 1.083 E 1.667 1.000 80.512 to 100.0 0.0 1.667 0.433 154A 0.0 0.0 0.0 2.667 0.0 Vel = 0 154A 0.0 1.083 T 4.168 6.542 80.945 to 100.0 0.0 4.168 0.018 J3 0.0 0.0 0.0 10.710 0.0 Vel = 0 0.0 0.0 80.963 K Factor = 0 155 0.0 1.083 E 1.667 1.000 80.512 to 100.0 0.0 1.667 0.433 155A 0.0 0.0 0.0 2.667 0.0 Vel = 0 155A 0.0 1.083 T 4.168 3.458 80.945 to 100.0 0.0 4.168 0.018 J3 0.0 0.0 0.0 7.626 0.0 Vel = 0 0.0 0.0 80.963 K Factor = 0 156 0.0 1.083 E 1.667 1.000 80.512 to 100.0 0.0 1.667 0.433 156A 0.0 0.0 0.0 2.667 0.0 Vel = 0 156A 0.0 1.083 T 4.168 6.542 80.945 to 100.0 0.0 4.168 0.018 J4 0.0 0.0 0.0 10.710 0.0 Vel = 0 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 13 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.0 80.963 K Factor = 0 157 0.0 1.083 E 1.667 1.000 80.512 to 100.0 0.0 1.667 0.433 157A 0.0 0.0 0.0 2.667 0.0 Vel = 0 157A 0.0 1.083 T 4.168 3.458 80.945 to 100.0 0.0 4.168 0.018 J4 0.0 0.0 0.0 7.626 0.0 Vel = 0 0.0 0.0 80.963 K Factor = 0 158 0.0 1.083 E 1.667 1.000 80.512 to 100.0 0.0 1.667 0.433 158A 0.0 0.0 0.0 2.667 0.0 Vel = 0 158A 0.0 1.083 T 4.168 6.542 80.945 to 100.0 0.0 4.168 0.036 J5 0.0 0.0 0.0 10.710 0.0 Vel = 0 0.0 0.0 80.981 K Factor = 0 159 0.0 1.083 E 1.667 1.000 80.512 to 100.0 0.0 1.667 0.433 159A 0.0 0.0 0.0 2.667 0.0 Vel = 0 159A 0.0 1.083 T 4.168 3.458 80.945 to 100.0 0.0 4.168 0.036 J5 0.0 0.0 0.0 7.626 0.0 Vel = 0 0.0 0.0 80.981 K Factor = 0 160 0.0 1.083 E 1.667 1.000 80.512 to 100.0 0.0 1.667 0.433 160A 0.0 0.0 0.0 2.667 0.0 Vel = 0 160A 0.0 1.083 T 4.168 5.542 80.945 to 100.0 0.0 4.168 0.090 J9 0.0 0.0 0.0 9.710 0.0 Vel = 0 J9 0.0 2.703 4E 26.622 2.000 81.035 to 100.0 0.0 26.622 0.0 J10 0.0 0.0 0.0 28.622 0.0 Vel = 0 J10 0.0 2.703 4E 26.622 10.000 81.035 to 100.0 0.0 26.622 0.0 J11 0.0 0.0 0.0 36.622 0.0 Vel = 0 J11 0.0 2.703 4E 26.622 1.000 81.035 to 100.0 0.0 26.622 0.0 J12 0.0 0.0 0.0 27.622 0.0 Vel = 0 J12 0.0 2.703 4E 26.622 9.000 81.035 to 100.0 0.0 26.622 0.0 J13 0.0 0.0 0.0 35.622 0.0 Vel = 0 J13 0.0 2.703 4E 26.622 1.000 81.035 to 100.0 0.0 26.622 0.0 J14 0.0 0.0 0.0 27.622 0.0 Vel = 0 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 14 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn J14 0.0 2.703 4E 26.622 10.167 81.035 to 100.0 0.0 26.622 0.0 J15 0.0 0.0 0.0 36.789 0.0 Vel = 0 J15 0.0 2.703 0.0 1.833 81.035 to 100.0 0.0 0.0 0.0 J16 0.0 0.0 0.0 1.833 0.0 Vel = 0 J16 0.0 2.703 0.0 8.000 81.035 to 100.0 0.0 0.0 0.0 J17 0.0 0.0 0.0 8.000 0.0 Vel = 0 J17 0.0 2.703 0.0 5.000 81.035 to 100.0 0.0 0.0 0.0 J18 0.0 0.0 0.0 5.000 0.0 Vel = 0 J18 0.0 2.703 T 13.311 4.667 81.035 to 100.0 0.0 13.310 0.0 J7 0.0 0.0 0.0 17.977 0.0 Vel = 0 0.0 0.0 81.035 K Factor = 0 161 0.0 1.083 E 1.667 1.000 80.512 to 100.0 0.0 1.667 0.433 161A 0.0 0.0 0.0 2.667 0.0 Vel = 0 161A 0.0 1.083 T 4.168 4.458 80.945 to 100.0 0.0 4.168 0.090 J10 0.0 0.0 0.0 8.626 0.0 Vel = 0 0.0 0.0 81.035 K Factor = 0 162 0.0 1.083 E 1.667 1.000 80.512 to 100.0 0.0 1.667 0.433 162A 0.0 0.0 0.0 2.667 0.0 Vel = 0 162A 0.0 1.083 T 4.168 4.458 80.945 to 100.0 0.0 4.168 0.090 J11 0.0 0.0 0.0 8.626 0.0 Vel = 0 0.0 0.0 81.035 K Factor = 0 163 0.0 1.083 E 1.667 1.000 80.512 to 100.0 0.0 1.667 0.433 163A 0.0 0.0 0.0 2.667 0.0 Vel = 0 163A 0.0 1.083 E 1.667 6.542 80.945 to 100.0 T 4.168 5.835 0.090 J12 0.0 0.0 0.0 12.377 0.0 Vel = 0 0.0 0.0 81.035 K Factor = 0 164 0.0 1.083 E 1.667 1.000 80.512 to 100.0 0.0 1.667 0.433 164A 0.0 0.0 0.0 2.667 0.0 Vel = 0 164A 0.0 1.083 T 4.168 4.458 80.945 to 100.0 0.0 4.168 0.090 J13 0.0 0.0 0.0 8.626 0.0 Vel = 0 0.0 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 15 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 81.035 K Factor = 0 165 0.0 1.083 E 1.667 1.000 80.512 to 100.0 0.0 1.667 0.433 165A 0.0 0.0 0.0 2.667 0.0 Vel = 0 165A 0.0 1.083 E 1.667 6.542 80.945 to 100.0 T 4.168 5.835 0.090 J14 0.0 0.0 0.0 12.377 0.0 Vel = 0 0.0 0.0 81.035 K Factor = 0 166 0.0 1.083 E 1.667 1.000 80.512 to 100.0 0.0 1.667 0.433 166A 0.0 0.0 0.0 2.667 0.0 Vel = 0 166A 0.0 1.083 E 1.667 7.375 80.945 to 100.0 T 4.168 5.835 0.090 J15 0.0 0.0 0.0 13.210 0.0 Vel = 0 0.0 0.0 81.035 K Factor = 0 167 0.0 1.083 E 1.667 1.000 80.512 to 100.0 0.0 1.667 0.433 167A 0.0 0.0 0.0 2.667 0.0 Vel = 0 167A 0.0 1.083 T 4.168 4.458 80.945 to 100.0 0.0 4.168 0.090 J16 0.0 0.0 0.0 8.626 0.0 Vel = 0 0.0 0.0 81.035 K Factor = 0 168 0.0 1.083 E 1.667 1.000 80.512 to 100.0 0.0 1.667 0.433 168A 0.0 0.0 0.0 2.667 0.0 Vel = 0 168A 0.0 1.083 E 1.667 7.542 80.945 to 100.0 T 4.168 5.835 0.090 J17 0.0 0.0 0.0 13.377 0.0 Vel = 0 0.0 0.0 81.035 K Factor = 0 169 0.0 1.083 E 1.667 1.000 80.512 to 100.0 0.0 1.667 0.433 169A 0.0 0.0 0.0 2.667 0.0 Vel = 0 169A 0.0 1.083 T 4.168 3.542 80.945 to 100.0 0.0 4.168 0.090 J18 0.0 0.0 0.0 7.710 0.0 Vel = 0 0.0 0.0 81.035 K Factor = 0 170 0.0 1.083 E 1.667 1.000 80.512 to 100.0 0.0 1.667 0.433 170A 0.0 0.0 0.0 2.667 0.0 Vel = 0 170A 0.0 1.083 T 4.168 4.458 80.945 to 100.0 0.0 4.168 0.090 J18 0.0 0.0 0.0 8.626 0.0 Vel = 0 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 16 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.0 81.035 K Factor = 0 171 26.00 1.083 T 4.168 0.250 21.556 K Factor = 5.60 to 100.0 0.0 4.168 0.144 171A 26.0 0.2537 0.0 4.418 1.121 Vel = 9.06 171A 0.0 1.732 0.0 10.000 22.821 to 100.0 0.0 0.0 0.0 172A 26.0 0.0258 0.0 10.000 0.258 Vel = 3.54 172A 26.15 1.732 0.0 9.000 23.079 to 100.0 0.0 0.0 0.0 173A 52.15 0.0933 0.0 9.000 0.840 Vel = 7.10 173A 26.62 1.732 E 4.074 2.750 23.919 to 100.0 T 8.149 12.224 0.217 K1 78.77 0.2003 0.0 14.974 2.999 Vel = 10.73 K1 0.0 3.314 0.0 12.042 27.135 to 100.0 0.0 0.0 0.523 K2 78.77 0.0086 0.0 12.042 0.103 Vel = 2.93 K2 79.72 3.314 0.0 12.042 27.761 to 100.0 0.0 0.0 0.524 K3 158.49 0.0309 0.0 12.042 0.372 Vel = 5.90 K3 81.02 3.314 0.0 12.042 28.657 to 100.0 0.0 0.0 0.523 K4 239.51 0.0665 0.0 12.042 0.801 Vel = 8.91 K4 82.92 3.314 0.0 12.042 29.981 to 100.0 0.0 0.0 0.523 K5 322.43 0.1153 0.0 12.042 1.388 Vel = 11.99 K5 85.59 3.314 0.0 6.833 31.892 to 100.0 0.0 0.0 0.271 K6 408.02 0.1781 0.0 6.833 1.217 Vel = 15.18 K6 87.76 3.314 2E 14.547 6.167 33.380 to 100.0 0.0 14.547 0.343 K7 495.78 0.2554 0.0 20.714 5.291 Vel = 18.44 K7 65.84 3.314 6E 43.641 69.083 39.014 to 100.0 T 15.586 59.226 0.361 J8 561.62 0.3217 0.0 128.309 41.281 Vel = 20.89 0.0 561.62 80.656 K Factor = 62.54 172 26.15 1.083 T 4.168 0.250 21.802 K Factor = 5.60 to 100.0 0.0 4.168 0.144 172A 26.15 0.2565 0.0 4.418 1.133 Vel = 9.11 0.0 26.15 23.079 K Factor = 5.44 173 26.62 1.083 T 4.168 0.250 22.604 K Factor = 5.60 to 100.0 0.0 4.168 0.144 173A 26.62 0.2651 0.0 4.418 1.171 Vel = 9.27 0.0 26.62 23.919 K Factor = 5.44 174 26.32 1.083 T 4.168 0.250 22.091 K Factor = 5.60 to 100.0 0.0 4.168 0.144 174A 26.32 0.2596 0.0 4.418 1.147 Vel = 9.17 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 17 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 174A 0.0 1.732 0.0 9.000 23.382 to 100.0 0.0 0.0 0.0 175A 26.32 0.0263 0.0 9.000 0.237 Vel = 3.58 175A 26.46 1.732 0.0 9.000 23.619 to 100.0 0.0 0.0 0.040 176A 52.78 0.0954 0.0 9.000 0.859 Vel = 7.19 176A 26.93 1.732 E 4.074 2.750 24.518 to 100.0 T 8.149 12.224 0.177 K2 79.71 0.2048 0.0 14.974 3.066 Vel = 10.85 0.0 79.71 27.761 K Factor = 15.13 175 26.46 1.083 T 4.168 0.250 22.317 K Factor = 5.60 to 100.0 0.0 4.168 0.144 175A 26.46 0.2621 0.0 4.418 1.158 Vel = 9.22 0.0 26.46 23.619 K Factor = 5.44 176 26.94 1.083 T 4.168 0.250 23.137 K Factor = 5.60 to 100.0 0.0 4.168 0.184 176A 26.94 0.2709 0.0 4.418 1.197 Vel = 9.38 0.0 26.94 24.518 K Factor = 5.44 177 26.75 1.083 T 4.168 0.250 22.824 K Factor = 5.60 to 100.0 0.0 4.168 0.145 177A 26.75 0.2673 0.0 4.418 1.181 Vel = 9.32 177A 0.0 1.732 0.0 9.000 24.150 to 100.0 0.0 0.0 0.0 178A 26.75 0.0272 0.0 9.000 0.245 Vel = 3.64 178A 26.89 1.732 0.0 9.000 24.395 to 100.0 0.0 0.0 0.0 179A 53.64 0.0984 0.0 9.000 0.886 Vel = 7.30 179A 27.38 1.732 E 4.074 2.750 25.281 to 100.0 T 8.149 12.224 0.217 K3 81.02 0.2110 0.0 14.974 3.159 Vel = 11.03 0.0 81.02 28.657 K Factor = 15.13 178 26.89 1.083 T 4.168 0.250 23.058 K Factor = 5.60 to 100.0 0.0 4.168 0.145 178A 26.89 0.2698 0.0 4.418 1.192 Vel = 9.37 0.0 26.89 24.395 K Factor = 5.44 179 27.38 1.083 T 4.168 0.250 23.903 K Factor = 5.60 to 100.0 0.0 4.168 0.145 179A 27.38 0.2791 0.0 4.418 1.233 Vel = 9.54 0.0 27.38 25.281 K Factor = 5.45 180 27.38 1.083 T 4.168 0.250 23.909 K Factor = 5.60 to 100.0 0.0 4.168 0.144 180A 27.38 0.2791 0.0 4.418 1.233 Vel = 9.54 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 18 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 180A 0.0 1.732 0.0 9.000 25.286 to 100.0 0.0 0.0 0.0 181A 27.38 0.0284 0.0 9.000 0.256 Vel = 3.73 181A 27.52 1.732 0.0 9.000 25.542 to 100.0 0.0 0.0 0.0 182A 54.9 0.1027 0.0 9.000 0.924 Vel = 7.48 182A 28.02 1.732 E 4.074 2.750 26.466 to 100.0 T 8.149 12.224 0.217 K4 82.92 0.2202 0.0 14.974 3.298 Vel = 11.29 0.0 82.92 29.981 K Factor = 15.14 181 27.52 1.083 T 4.168 0.250 24.153 K Factor = 5.60 to 100.0 0.0 4.168 0.144 181A 27.52 0.2818 0.0 4.418 1.245 Vel = 9.58 0.0 27.52 25.542 K Factor = 5.45 182 28.02 1.083 T 4.168 0.250 25.035 K Factor = 5.60 to 100.0 0.0 4.168 0.144 182A 28.02 0.2913 0.0 4.418 1.287 Vel = 9.76 0.0 28.02 26.466 K Factor = 5.45 183 28.26 1.083 T 4.168 0.250 25.475 K Factor = 5.60 to 100.0 0.0 4.168 0.144 183A 28.26 0.2961 0.0 4.418 1.308 Vel = 9.84 183A 0.0 1.732 0.0 9.000 26.927 to 100.0 0.0 0.0 0.0 184A 28.26 0.0301 0.0 9.000 0.271 Vel = 3.85 184A 28.41 1.732 0.0 9.000 27.198 to 100.0 0.0 0.0 0.0 185A 56.67 0.1089 0.0 9.000 0.980 Vel = 7.72 185A 28.92 1.732 E 4.074 2.750 28.178 to 100.0 T 8.149 12.224 0.217 K5 85.59 0.2335 0.0 14.974 3.497 Vel = 11.66 0.0 85.59 31.892 K Factor = 15.16 184 28.41 1.083 T 4.168 0.250 25.733 K Factor = 5.60 to 100.0 0.0 4.168 0.144 184A 28.41 0.2990 0.0 4.418 1.321 Vel = 9.89 0.0 28.41 27.198 K Factor = 5.45 185 28.92 1.083 T 4.168 0.250 26.669 K Factor = 5.60 to 100.0 0.0 4.168 0.144 185A 28.92 0.3090 0.0 4.418 1.365 Vel = 10.07 0.0 28.92 28.178 K Factor = 5.45 186 28.98 1.083 T 4.168 0.250 26.779 K Factor = 5.60 to 100.0 0.0 4.168 -0.126 186A 28.98 0.3099 0.0 4.418 1.369 Vel = 10.09 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 19 Strata Vail Date 08/24/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 186A 0.0 1.732 0.0 9.000 28.022 to 100.0 0.0 0.0 0.0 187A 28.98 0.0316 0.0 9.000 0.284 Vel = 3.95 187A 29.12 1.732 0.0 9.000 28.306 to 100.0 0.0 0.0 0.0 188A 58.1 0.1140 0.0 9.000 1.026 Vel = 7.91 188A 29.65 1.732 E 4.074 2.333 29.332 to 100.0 T 8.149 12.224 0.487 K6 87.75 0.2446 0.0 14.557 3.561 Vel = 11.95 0.0 87.75 33.380 K Factor = 15.19 187 29.13 1.083 T 4.168 0.250 27.050 K Factor = 5.60 to 100.0 0.0 4.168 -0.126 187A 29.13 0.3128 0.0 4.418 1.382 Vel = 10.15 0.0 29.13 28.306 K Factor = 5.48 188 29.65 1.083 T 4.168 0.250 28.030 K Factor = 5.60 to 100.0 0.0 4.168 -0.126 188A 29.65 0.3232 0.0 4.418 1.428 Vel = 10.33 0.0 29.65 29.332 K Factor = 5.47 189 32.84 1.083 T 4.168 0.250 34.393 K Factor = 5.60 to 100.0 0.0 4.168 0.144 189A 32.84 0.3909 0.0 4.418 1.727 Vel = 11.44 189A 0.0 1.732 0.0 9.000 36.264 to 100.0 0.0 0.0 0.0 190A 32.84 0.0397 0.0 9.000 0.357 Vel = 4.47 190A 33.01 1.732 E 4.074 2.917 36.621 to 100.0 T 8.149 12.224 0.217 K7 65.85 0.1437 0.0 15.141 2.176 Vel = 8.97 0.0 65.85 39.014 K Factor = 10.54 190 33.00 1.083 T 4.168 0.250 34.735 K Factor = 5.60 to 100.0 0.0 4.168 0.144 190A 33.0 0.3943 0.0 4.418 1.742 Vel = 11.49 0.0 33.00 36.621 K Factor = 5.45 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087