Loading...
HomeMy WebLinkAboutF15-0049_UPPER 14 X 14 CALC_1437769860.pdfHydraulic Summary Report Description: GREAT ROOM - UPPER 14 X 14 Job Number: CH0261 Node Flow(gpm) Total Hose Streams 0.00 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) @@Name 1 147.119 116.500 30.619666.5012.880150.000 82.60Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 82.60 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 102.05gal Residential 0.100gpm/ft² 196.00ft² 784.00ft² 4 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Manually Flowing Job Suffix AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Volume capacity of Dry PipesVolume capacity of Wet Pipes 8.79 between nodes 1 and 2 Maximum Velocity Under Ground 21.80 between nodes 11 and 12 Maximum Velocity Above Ground 4.3 K-Factor 19.60 at 20.777 Most Demanding Sprinkler Data System 756 Forest Rd. Job Site/Building Vail FireVail, CO 81657 AHJ 302756 Forest Rd. Job State Certification/License NumberJob Name: Zack HinsonCH0261 Contractor Contractor Number 032 Name of Contractor: Western States Fire Protection Address 1 274 Center Drive Address 2 Glenwood Springs, CO. 81601 Contact Name Contact Title PM ExtensionPhone 720-219-0574 FAX E-mail steve.allen@wsfp.us Web-Site Steve Allen Address 3 Address 1 Address 2 Drawing Name CH0261 - 756 Forest Road - DESIGN System Flow Demand 82.60 Remote Area(s) Address 3 7/24/2015© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.30.0 11:00:23AM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CH0261 Report Description: GREAT ROOM - UPPER 14 X 14 • • • • • Route 1 • • • • • Pf Pe Pv BL 1.0550 19.60 7.19 0.080687 7'-2¾ 1.068 101 38'-6 19.60 4.3 20.777 6'-0 13 38'-6 21.844 13'-2¾ 150 Sprinkler, 2E(2'-0), T(2'-0) Pf Pe Pv BL 1.0550 39.21 14.39 0.291018 4'-6½ 1.322 13 38'-6 19.61 21.844 12 38'-6 23.166 4'-6½ 150 Flow (q) from Route 2 Pf Pe Pv BL 1.0550 59.40 21.80 0.627466 6'-0 6.275 12 38'-6 20.19 23.166 4'-0 11 38'-6 29.441 10'-0 150 Flow (q) from Route 3 2E(2'-0) Pf Pe Pv BL 1.2910 82.60 20.24 0.432078 12'-8¾ 9.825 11 38'-6 23.20 29.441 10'-0 10 38'-6 39.265 22'-8¾ 150 Flow (q) from Route 4 2E(2'-0), 2T(3'-0) Pf Pe Pv BL 1.0550 43.54 15.98 0.353228 23'-4¼ 9.661 10 38'-6 39.265 4'-0 -0.000 9 38'-6 48.927 27'-4¼ 150 T(2'-0), E(2'-0) Pf Pe Pv FR 1.0550 43.54 15.98 0.353228 14'-0 5.652 9 38'-6 48.927 2'-0 6.069 8 24'-6 60.648 16'-0 150 E(2'-0) Pf Pe Pv BL 1.0550 43.54 15.98 0.353228 26'-9 11.568 8 24'-6 60.648 6'-0 7 24'-6 72.215 32'-9 150 2T(2'-0), E(2'-0) Pf Pe Pv BL 1.0550 37.82 13.88 0.272169 2'-5 0.796 7 24'-6 72.215 0'-6 6 24'-6 73.011 2'-11 150 cplg(0'-6) Pf Pe Pv FR 1.2910 37.82 9.27 0.101828 12'-0 1.527 6 24'-6 73.011 3'-0 5.202 5 12'-6 79.741 15'-0 150 T(3'-0) Pf Pe Pv CM 1.2910 37.82 9.27 0.101828 39'-10½ 4.569 5 12'-6 79.741 5'-0 0.000 4 12'-6 84.310 44'-10½ 150 E(2'-0), T(3'-0) Pf Pe Pv CM 2.0090 82.60 8.36 0.050149 7'-4¼ 0.545 4 12'-6 44.78 84.310 3'-6 3 12'-6 84.855 10'-10¼ 150 Flow (q) from Route 5 E(3'-6) Pf Pe Pv FR 2.0090 82.60 8.36 0.050149 16'-6¾ 16.386 3 12'-6 84.855 9'-0 4.335 2 2'-6 105.576 25'-6¾ 150 2f(-0.000), CV, 2E(3'-6), BFP(-6.294), PRV(-8.810), Tr(1'-0), cplg(1'-0) Pf Pe Pv UG 1.9590 82.60 8.79 0.056698 170'-0 9.837 2 2'-6 105.576 3'-6 1.087 1 -0'-0 116.500 173'-6 150 E(3'-6), S 82.60 0.00 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv BL 1.0550 19.61 7.20 0.080765 6'-11½ 1.046 102 38'-6 19.61 4.3 20.798 6'-0 13 38'-6 21.844 12'-11½ 150 Sprinkler, 3E(2'-0) • • • • • Route 3 • • • • • Pf Pe Pv BL 1.0550 20.19 7.41 0.085210 7'-2¾ 1.127 103 38'-6 20.19 4.3 22.038 6'-0 12 38'-6 23.166 13'-2¾ 150 Sprinkler, 2E(2'-0), T(2'-0) • • • • • Route 4 • • • • • Pf Pe Pv BL 1.0550 23.20 8.52 0.110246 0'-11½ 0.325 104 38'-6 23.20 4.3 29.115 2'-0 11 38'-6 29.441 2'-11½ 150 Sprinkler, T(2'-0) • • • • • Route 5 • • • • • Pf Pe Pv FR 1.2910 44.78 10.98 0.139223 12'-0 2.088 15 25'-6 39.06 72.375 3'-0 5.203 14 13'-6 79.666 15'-0 150 Flow (q) from Route 6 T(3'-0) Pf Pe Pv CM 1.2910 44.78 10.98 0.139223 20'-3 4.211 14 13'-6 79.666 10'-0 0.433 4 12'-6 84.310 30'-3 150 2T(3'-0), 2E(2'-0) • • • • • Route 6 • • • • • Pf Pe Pv FR 1.0550 39.06 14.34 0.288958 13'-0 3.756 16 38'-6 39.06 62.982 5.636 15 25'-6 72.375 13'-0 150 Flow (q) from Route 7 • • • • • Route 7 • • • • • Pf Pe Pv BL 1.0550 39.06 14.34 0.288958 62'-1 23.717 10 38'-6 39.265 20'-0 16 38'-6 62.982 82'-1 150 T(2'-0) T(2'-0), 8E(2'-0) • • • • • Route 8 • • • • • © M.E.P.CAD, Inc.7/24/2015 Page 4AutoSPRINK® VR11 v11.0.30.0 10:56:43AM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CH0261 Report Description: GREAT ROOM - UPPER 14 X 14 Pf Pe Pv BL 1.0550 5.72 2.10 0.008273 57'-8¼ 0.593 7 24'-6 72.215 14'-0 -0.434 15 25'-6 72.375 71'-8¼ 150 T(2'-0) 2T(2'-0), 3E(2'-0), C(2'-0) 1.51 Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 4.87 )(150 1.33 140 1.16 130 0.713 100 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.7/24/2015 Page 5AutoSPRINK® VR11 v11.0.30.0 10:56:43AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: GREAT ROOM - UPPER 14 X 14 Job Number: CH0261 Sprinkler 101 19.60 19.60 4.3 20.777 Sprinkler 102 19.61 19.60 4.3 20.798 Sprinkler 103 20.19 19.60 4.3 22.038 Sprinkler 104 23.20 19.60 4.3 29.115 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.7/24/2015 Page 3AutoSPRINK® VR11 v11.0.30.0 10:56:41AM Hydraulic Graph Report Description: GREAT ROOM - UPPER 14 X 14 Job Number: CH0261 System Demand (Including Hose Allowance at Source) System Demand 12.880 @ 666.50 Residual: Pressure 150.000 Static: Pressure Water Supply at Node 1 Hydraulic Graph Water Supply at Node 1 116.500 @ 82.60 116.500 @ 82.60 Available Pressure at Time of Test 147.119 @ 82.60 © M.E.P.CAD, Inc.7/24/2015 Page 2AutoSPRINK® VR11 v11.0.30.0 10:56:39AM