Loading...
HomeMy WebLinkAboutF15-0049_MAIN 16 X 16 CALC_1437769860.pdfHydraulic Summary Report Description: FAMILY ROOM - MAIN LEVEL 16 X 16 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 1 145.149 132.932 12.217666.5012.880150.000 109.48Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 109.48 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 102.05gal Residential 0.100gpm/ft² 256.00ft² 1024.00ft² 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 11.65 between nodes 1 and 2 Maximum Velocity Under Ground 29.12 between nodes 21 and 22 Maximum Velocity Above Ground 4.3 K-Factor 25.60 at 35.444 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 109.48 Remote Area(s) Address 3 7/24/2015© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.30.0 11:07:15AM 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: FAMILY ROOM - MAIN LEVEL 16 X 16 • • • • • Route 1 • • • • • Pf Pe Pv DR 1.0550 25.60 9.40 0.132243 10'-11 1.709 201 23'-5¾ 25.60 4.3 35.444 2'-0 -0.443 23 24'-6 36.710 12'-11 150 Sprinkler, E(2'-0) Pf Pe Pv BL 1.0550 51.66 18.96 0.484757 9'-10 4.764 23 24'-6 26.06 36.710 22 24'-6 41.474 9'-10 150 Flow (q) from Route 2 Pf Pe Pv BL 1.0550 79.35 29.12 1.072223 7'-2½ 7.730 22 24'-6 27.69 41.474 21 24'-6 49.203 7'-2½ 150 Flow (q) from Route 3 Pf Pe Pv BL 1.2910 109.48 26.83 0.727682 3'-8 4.856 21 24'-6 30.13 49.203 3'-0 20 24'-6 54.060 6'-8 150 Flow (q) from Route 4 T(3'-0) Pf Pe Pv BL 1.0550 60.98 22.38 0.658722 21'-8¾ 16.950 20 24'-6 54.060 4'-0 -0.000 7 24'-6 71.009 25'-8¾ 150 2T(2'-0) Pf Pe Pv BL 1.0550 52.59 19.30 0.500893 2'-5 1.465 7 24'-6 71.009 0'-6 6 24'-6 72.474 2'-11 150 cplg(0'-6) Pf Pe Pv FR 1.2910 52.59 12.89 0.187402 12'-0 2.811 6 24'-6 72.474 3'-0 5.202 5 12'-6 80.487 15'-0 150 T(3'-0) Pf Pe Pv CM 1.2910 52.59 12.89 0.187402 39'-10½ 8.409 5 12'-6 80.487 5'-0 0.000 4 12'-6 88.897 44'-10½ 150 E(2'-0), T(3'-0) Pf Pe Pv CM 2.0090 109.48 11.08 0.084458 7'-4¼ 0.917 4 12'-6 56.90 88.897 3'-6 3 12'-6 89.814 10'-10¼ 150 Flow (q) from Route 5 E(3'-6) Pf Pe Pv FR 2.0090 109.48 11.08 0.084458 16'-6¾ 21.129 3 12'-6 89.814 9'-0 4.335 2 2'-6 115.278 25'-6¾ 150 2f(-0.000), CV, 2E(3'-6), BFP(-6.745), PRV(-12.225), Tr(1'-0), cplg(1'-0) Pf Pe Pv UG 1.9590 109.48 11.65 0.095487 170'-0 16.567 2 2'-6 115.278 3'-6 1.087 1 -0'-0 132.932 173'-6 150 E(3'-6), S 109.48 0.00 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv DR 1.0550 26.06 9.57 0.136709 1'-0¼ 0.413 202 23'-5¾ 26.06 4.3 36.740 2'-0 -0.443 23 24'-6 36.710 3'-0¼ 150 Sprinkler, T(2'-0) • • • • • Route 3 • • • • • Pf Pe Pv DR 1.0550 27.69 10.16 0.152862 1'-0¼ 0.462 203 23'-5¾ 27.69 4.3 41.454 2'-0 -0.443 22 24'-6 41.474 3'-0¼ 150 Sprinkler, T(2'-0) • • • • • Route 4 • • • • • Pf Pe Pv DR 1.0550 30.13 11.06 0.178791 1'-0¼ 0.540 204 23'-5¾ 30.13 4.3 49.106 2'-0 -0.443 21 24'-6 49.203 3'-0¼ 150 Sprinkler, T(2'-0) • • • • • Route 5 • • • • • Pf Pe Pv FR 1.2910 56.90 13.94 0.216797 12'-0 3.252 15 25'-6 8.39 73.451 3'-0 5.203 14 13'-6 81.906 15'-0 150 Flow (q) from Route 6 T(3'-0) Pf Pe Pv CM 1.2910 56.90 13.94 0.216797 20'-3 6.558 14 13'-6 81.906 10'-0 0.433 4 12'-6 88.897 30'-3 150 2T(3'-0), 2E(2'-0) • • • • • Route 6 • • • • • Pf Pe Pv FR 1.0550 8.39 3.08 0.016798 13'-0 0.218 16 38'-6 8.39 67.597 5.636 15 25'-6 73.451 13'-0 150 Flow (q) from Route 7 • • • • • Route 7 • • • • • Pf Pe Pv FR 1.0550 8.39 3.08 0.016798 14'-0 0.269 8 24'-6 71.593 2'-0 -6.069 9 38'-6 65.793 16'-0 150 E(2'-0) Pf Pe Pv BL 1.0550 8.39 3.08 0.016798 85'-5¼ 1.805 9 38'-6 65.793 22'-0 0.000 16 38'-6 67.597 107'-5¼ 150 3T(2'-0), 8E(2'-0) • • • • • Route 8 • • • • • Pf Pe Pv BL 1.0550 8.39 3.08 0.016798 26'-9 0.584 7 24'-6 71.009 8'-0 -0.000 8 24'-6 71.593 34'-9 150 T(2'-0) 2E(2'-0), T(2'-0) © M.E.P.CAD, Inc.7/24/2015 Page 4AutoSPRINK® VR11 v11.0.30.0 11:07:22AM 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: FAMILY ROOM - MAIN LEVEL 16 X 16 • • • • • Route 9 • • • • • Pf Pe Pv BL 1.0550 48.50 17.80 0.431334 35'-11½ 19.825 20 24'-6 54.060 10'-0 -0.434 15 25'-6 73.451 45'-11½ 150 3E(2'-0), T(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 11:07:22AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: FAMILY ROOM - MAIN LEVEL 16 X 16 Job Number: CH0261 Sprinkler 201 25.60 25.60 4.3 35.444 Sprinkler 202 26.06 25.60 4.3 36.740 Sprinkler 203 27.69 25.60 4.3 41.454 Sprinkler 204 30.13 25.60 4.3 49.106 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.7/24/2015 Page 3AutoSPRINK® VR11 v11.0.30.0 11:07:19AM Hydraulic Graph Report Description: FAMILY ROOM - MAIN LEVEL 16 X 16 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 1 132.932 @ 109.48 132.932 @ 109.48 Available Pressure at Time of Test 145.149 @ 109.48 © M.E.P.CAD, Inc.7/24/2015 Page 2AutoSPRINK® VR11 v11.0.30.0 11:07:17AM