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HomeMy WebLinkAboutFile Documents.122 W Main St.0032.2018 (25).ACBKMarc A. Walter, SET #74783 - Expires 12/20 Revision #1 - 05/08/2018 FIRE PROTECTION HYDRAULIC CALCULATIONS CHECKED OR COMPLETED BY: Water Based Fire Protection Layout PO BOX 56; SNOWMASS, COLORADO 81654 PHONE (970) 927-4933 FAX (970) 927-3817 Timberline Bank Remodel 122 West Main Street Aspen, Colorado Hydraulic Calculations Location: 122 West Main Street, Aspen, Colorado, Project Name: Timberline Bank Remodel Drawing Name: Timberline Bank Rev1.cad Calculation Date: 5/8/2018 for Design Residential Area of Application: 442.10ft² (Actual 442.10ft²) Coverage per Sprinkler: 256.00ft² Type of sprinklers calculated: 4 1Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density:0.051gpm/ft² Pendent In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 5100.00 (including Hose Streams where applicable):Total Water Required 85.564@153.68From Water Supply at Node 5: Type of System: Wet Volume of Dry or PreAction System:N/A Water Supply Information: Source:Aspen Fire District Location: Date:for Node:5 Name of Contractor:Flame Out Fire Protection, Inc Aspen Fire DistrictAuthority Having Jurisdiction: Address: Phone Number: Name of designer: PO Box 56, Snowmass, Colorado 81654 (970) 927-4933 Marc Walter, SET Notes: 5/8/2018© M.E.P.CAD, Inc.Page 1AutoSPRINK 2018 v14.1.4.0 10:46:25AM1 Hydraulic Graph Water Supply Node: 5 Job Name: Timberline Bank Remodel Remote Area Number: 1 Date: 5/8/2018 Summary Sheet N 1.85 © M.E.P.CAD, Inc.5/8/2018 Page 2AutoSPRINK 2018 v14.1.4.0 10:46:30AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (1) Job Number: 18-1215-FO Sprinkler 101 13.06 13.06 4.9 7.100 Sprinkler 102 13.06 13.06 4.9 7.101 Sprinkler 103 13.62 13.06 4.9 7.729 Sprinkler 104 13.94 13.06 4.9 8.097 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.5/8/2018 Page 3AutoSPRINK 2018 v14.1.4.0 10:46:32AM Job Name: Timberline Bank Remodel Remote Area Number: 1 Date: 5/8/2018 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 110.0005 85.564153.681475.00 114.924115.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -5'-6 53.6885.564Supply5 22'-2 13.067.100Sprinkler101 22'-2 13.067.101Sprinkler102 22'-2 13.627.729Sprinkler103 22'-2 13.948.097Sprinkler104 22'-5½7.7931 26'-7½8.5802 8'-8 68.5213 -5'-6 77.400Gauge4 -1'-6 83.7026 -4'-11½85.2777 22'-5½7.4128 22'-5½8.07513 22'-5½8.84837 22'-5½8.46438 © M.E.P.CAD, Inc.5/8/2018 Page 4AutoSPRINK 2018 v14.1.4.0 10:46:35AM Date: 5/8/2018 Job Name: Timberline Bank Remodel Remote Area Number: 1 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 5'-7 22'-5½5'-11½ -0.122 0.816 22'-2 0'-4½101 1 ¾• • • • • Route 1 • • • • •(See Notes) 0.8110 7.10013.06 0.136989 Sprinkler, 13.06 4.9 T(5'-7) 150 10'-10½ 26'-7½18'-11½ -1.813 2.599 22'-5½8'-11 2 1 (See Notes) 1.0550 7.79313.06 0.137190 Flow (q) from Route 2 26.11 E(3'-1½), T(7'-9) 150 59'-0 8'-8 100'-3 7.785 52.156 26'-7½41'-32 3 1 (See Notes) 1.0550 8.58027.57 0.520310 Flow (q) from Route 3 53.68 9E(3'-1½), 4T(7'-9) 150 72'-3½ -5'-6 121'-2 6.142 2.737 8'-8 48'-103 4 2 (See Notes) 2.0090 68.521 0.02259453.68 2T(13'-1½), 7E(6'-7), f(-0.000), BOR 150 32'-10½ -1'-6 45'-10½ -1.734 8.036 -5'-6 13'-04 6 2 (See Notes) 2.0090 77.400 0.02259453.68 f(-0.000), 3E(6'-7), BFP(-7.000 ), PO(13'-1½) 150 24'-9 -4'-11½76'-8 1.507 0.067 -1'-6 51'-116 7 4 (See Notes) 4.2600 83.702 0.00087853.68 E(8'-11½), BV(15'-9½) 120 11'-4½ -5'-6 86'-4½ 0.227 0.060 -4'-11½75'-07 5 4 (See Notes) 4.2200 85.277 0.00069153.68 E(11'-4½), S 140 5 100.00 Hose Allowance At Source 153.68 Route 1Total(Pt) 85.564 2'-9½ 22'-5½3'-2 -0.122 0.433 22'-2 0'-4½102 8 ¾• • • • • Route 2 • • • • •(See Notes) 0.8110 7.10113.06 0.137013 Sprinkler, 13.06 4.9 E(2'-9½) 150 22'-5½10'-0½0.381 22'-5½10'-0½8 1 1 1.0550 7.412 0.03805913.06 150 7.793 Total(Pt)Route 2 © M.E.P.CAD, Inc.5/8/2018 Page 5AutoSPRINK 2018 v14.1.4.0 10:46:37AM1 Date: 5/8/2018 Job Name: Timberline Bank Remodel Remote Area Number: 1 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 2'-9½ 22'-5½3'-2 -0.122 0.468 22'-2 0'-4½103 13 ¾• • • • • Route 3 • • • • •(See Notes) 0.8110 7.72913.62 0.148185 Sprinkler, 13.62 4.9 E(2'-9½) 150 7'-9 22'-5½18'-9½ 0.000 0.773 22'-5½11'-0½13 37 1 (See Notes) 1.0550 8.075 0.04116213.62 T(7'-9) 150 3'-1½ 26'-7½10'-2 -1.813 1.544 22'-5½7'-137 2 1 (See Notes) 1.0550 8.84813.94 0.151636 Flow (q) from Route 4 27.57 E(3'-1½) 150 8.580 Total(Pt)Route 3 2'-9½ 22'-5½3'-2 -0.122 0.489 22'-2 0'-4½104 38 ¾• • • • • Route 4 • • • • •(See Notes) 0.8110 8.09713.94 0.154702 Sprinkler, 13.94 4.9 E(2'-9½) 150 7'-9 22'-5½8'-11½ 0.000 0.385 22'-5½1'-238 37 1 (See Notes) 1.0550 8.464 0.04297213.94 T(7'-9) 150 8.848 Total(Pt)Route 4 © M.E.P.CAD, Inc.5/8/2018 Page 6AutoSPRINK 2018 v14.1.4.0 10:46:37AM1 Date: 5/8/2018 Job Name: Timberline Bank Remodel Remote Area Number: 1 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 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 Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex 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 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.5/8/2018 Page 7AutoSPRINK 2018 v14.1.4.0 10:46:37AM1 Hydraulic Calculations Location: 122 West Main Street, Aspen, Colorado, Project Name: Timberline Bank Remodel Drawing Name: Timberline Bank Rev1.cad Calculation Date: 5/8/2018 for Design Light Hazard Area of Application: 1500.00ft² (Actual 1004.97ft²) Coverage per Sprinkler: 169.00ft² Type of sprinklers calculated: 14 2Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density:0.100gpm/ft² Pendent In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 5100.00 (including Hose Streams where applicable):Total Water Required 87.719@347.62From Water Supply at Node 5: Type of System: Wet Volume of Dry or PreAction System:N/A Water Supply Information: Source:Aspen Fire District Location: Date:for Node:5 Name of Contractor:Flame Out Fire Protection, Inc Aspen Fire DistrictAuthority Having Jurisdiction: Address: Phone Number: Name of designer: PO Box 56, Snowmass, Colorado 81654 (970) 927-4933 Marc Walter, SET Notes: 5/8/2018© M.E.P.CAD, Inc.Page 1AutoSPRINK 2018 v14.1.4.0 10:48:02AM2 Hydraulic Graph Water Supply Node: 5 Job Name: Timberline Bank Remodel Remote Area Number: 2 Date: 5/8/2018 Summary Sheet N 1.85 © M.E.P.CAD, Inc.5/8/2018 Page 2AutoSPRINK 2018 v14.1.4.0 10:48:04AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Light Hazard (2) Job Number: 18-1215-FO Sprinkler 201 16.90 16.90 5.6 9.107 Sprinkler 202 16.95 16.90 5.6 9.164 Sprinkler 203 17.06 16.90 5.6 9.278 Sprinkler 204 17.14 16.90 5.6 9.369 Sprinkler 205 17.26 16.90 5.6 9.504 Sprinkler 206 17.61 16.90 5.6 9.884 Sprinkler 207 17.82 16.90 5.6 10.132 Sprinkler 208 17.89 16.90 5.6 10.205 Sprinkler 209 17.92 16.90 5.6 10.238 Sprinkler 210 17.93 16.90 5.6 10.247 Sprinkler 211 17.98 16.90 5.6 10.308 Sprinkler 212 18.22 16.90 5.6 10.589 Sprinkler 213 18.33 16.90 5.6 10.715 Sprinkler 214 18.60 16.90 5.6 11.037 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.5/8/2018 Page 3AutoSPRINK 2018 v14.1.4.0 10:48:06AM Job Name: Timberline Bank Remodel Remote Area Number: 2 Date: 5/8/2018 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 110.0005 87.719347.621475.00 114.655115.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -5'-6 247.6287.719Supply5 7'-10 16.909.107Sprinkler201 8'-2½16.959.164Sprinkler202 8'-2½17.069.278Sprinkler203 8'-2½17.149.369Sprinkler204 7'-10 17.269.504Sprinkler205 7'-10 17.619.884Sprinkler206 7'-10 17.8210.132Sprinkler207 8'-2½17.8910.205Sprinkler208 7'-10 17.9210.238Sprinkler209 7'-10 17.9310.247Sprinkler210 8'-2½17.9810.308Sprinkler211 7'-10 18.2210.589Sprinkler212 8'-2½18.3310.715Sprinkler213 8'-2½18.6011.037Sprinkler214 8'-8 12.6563 -5'-6 61.038Gauge4 -1'-6 83.8366 -4'-11½86.4827 © M.E.P.CAD, Inc.5/8/2018 Page 4AutoSPRINK 2018 v14.1.4.0 10:48:09AM Job Name: Timberline Bank Remodel Remote Area Number: 2 Date: 5/8/2018 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 8'-8 9.5529 8'-8 10.30410 8'-8 12.23811 8'-8 14.13512 8'-8 9.80614 8'-1 11.33215 8'-1 11.33616 8'-1 11.42817 8'-1 11.43818 8'-8 9.90419 8'-1 10.10020 8'-1 10.50521 8'-8 10.65822 8'-8 11.57023 8'-8 11.57224 8'-8 11.62025 8'-8 11.69526 8'-8 11.85427 8'-8 12.03228 8'-8 12.50629 8'-8 10.80030 8'-8 10.77331 8'-8 10.78332 © M.E.P.CAD, Inc.5/8/2018 Page 5AutoSPRINK 2018 v14.1.4.0 10:48:09AM Job Name: Timberline Bank Remodel Remote Area Number: 2 Date: 5/8/2018 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 8'-8 10.91133 8'-8 11.15234 8'-8 11.34735 8'-8 11.69336 © M.E.P.CAD, Inc.5/8/2018 Page 6AutoSPRINK 2018 v14.1.4.0 10:48:09AM Date: 5/8/2018 Job Name: Timberline Bank Remodel Remote Area Number: 2 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 2'-9½ 8'-8 3'-7½ -0.353 0.797 7'-10 0'-10201 9 ¾• • • • • Route 1 • • • • •(See Notes) 0.8110 9.10716.90 0.220815 Sprinkler, 16.90 5.6 E(2'-9½) 150 3'-1½ 8'-8 12'-3½0.753 8'-8 9'-29 10 1 (See Notes) 1.0550 9.552 0.06133716.90 E(3'-1½) 150 7'-9 8'-8 8'-8½1.934 8'-8 0'-11½10 11 1 (See Notes) 1.0550 10.30416.95 0.221757 Flow (q) from Route 2 33.85 T(7'-9) 150 8'-8 5'-6½0.418 8'-8 5'-6½11 3 2 2.0090 12.23869.07 0.075335 Flow (q) from Route 3 102.92 150 13'-1½ 8'-8 14'-6 1.479 8'-8 1'-4½3 12 2 (See Notes) 2.0090 12.65618.22 0.101852 Flow (q) from Route 12 121.14 T(13'-1½) 150 59'-2 -5'-6 106'-7½ 6.142 40.761 8'-8 47'-612 4 2 (See Notes) 2.0090 14.135126.47 0.382253 Flow (q) from Route 7 247.62 7E(6'-7), T(13'-1½), f(-0.000), BOR 150 32'-10½ -1'-6 45'-10½ -1.734 24.532 -5'-6 13'-04 6 2 (See Notes) 2.0090 61.038 0.382253247.62 f(-0.000), 3E(6'-7), BFP(-7.000 ), PO(13'-1½) 150 24'-9 -4'-11½76'-8 1.507 1.139 -1'-6 51'-116 7 4 (See Notes) 4.2600 83.836 0.014857247.62 E(8'-11½), BV(15'-9½) 120 11'-4½ -5'-6 86'-4½ 0.227 1.010 -4'-11½75'-07 5 4 (See Notes) 4.2200 86.482 0.011696247.62 E(11'-4½), S 140 5 100.00 Hose Allowance At Source 347.62 Route 1Total(Pt) 87.719 5'-7 8'-8 6'-1 -0.208 1.348 8'-2½0'-5½202 10 ¾• • • • • Route 2 • • • • •(See Notes) 0.8110 9.16416.95 0.222089 Sprinkler, 16.95 5.6 T(5'-7) 150 © M.E.P.CAD, Inc.5/8/2018 Page 7AutoSPRINK 2018 v14.1.4.0 10:48:11AM2 Date: 5/8/2018 Job Name: Timberline Bank Remodel Remote Area Number: 2 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 10.304 Total(Pt)Route 2 2'-9½ 8'-8 3'-3½ -0.208 0.736 8'-2½0'-5½203 14 ¾• • • • • Route 3 • • • • •(See Notes) 0.8110 9.27817.06 0.224646 Sprinkler, 17.06 5.6 E(2'-9½) 150 13'-11½ 8'-1 20'-4½ 0.253 1.272 8'-8 6'-514 15 1 (See Notes) 1.0550 9.806 0.06240117.06 2E(3'-1½), T(7'-9) 150 8'-1 1'-6 0.004 8'-1 1'-615 16 2 2.0090 11.332 0.00271017.06 150 8'-1 9'-1½0.092 8'-1 9'-1½16 17 2 2.0090 11.33617.61 0.010061 Flow (q) from Route 6 34.66 150 8'-1 0'-6 0.011 8'-1 0'-617 18 2 2.0090 11.42817.26 0.021250 Flow (q) from Route 5 51.93 150 19'-8½ 8'-8 29'-3 -0.253 1.053 8'-1 9'-6½18 11 2 (See Notes) 2.0090 11.43817.14 0.036019 Flow (q) from Route 4 69.07 3E(6'-7) 150 12.238 Total(Pt)Route 3 2'-9½ 8'-8 3'-3½ -0.208 0.742 8'-2½0'-5½204 19 ¾• • • • • Route 4 • • • • •(See Notes) 0.8110 9.36917.14 0.226684 Sprinkler, 17.14 5.6 E(2'-9½) 150 13'-11½ 8'-1 20'-4 0.253 1.281 8'-8 6'-4½19 18 1 (See Notes) 1.0550 9.904 0.06296717.14 2E(3'-1½), T(7'-9) 150 11.438 Total(Pt)Route 4 2'-9½ 8'-1 3'-0½ -0.099 0.695 7'-10 0'-3205 20 ¾• • • • • Route 5 • • • • •(See Notes) 0.8110 9.50417.26 0.229699 Sprinkler, 17.26 5.6 E(2'-9½) 150 15'-6½ 8'-1 20'-10 1.328 8'-1 5'-3½20 17 1 (See Notes) 1.0550 10.100 0.06380417.26 2T(7'-9) 150 © M.E.P.CAD, Inc.5/8/2018 Page 8AutoSPRINK 2018 v14.1.4.0 10:48:11AM2 Date: 5/8/2018 Job Name: Timberline Bank Remodel Remote Area Number: 2 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 11.428 Total(Pt)Route 5 2'-9½ 8'-1 3'-0½ -0.099 0.720 7'-10 0'-3206 21 ¾• • • • • Route 6 • • • • •(See Notes) 0.8110 9.88417.61 0.238182 Sprinkler, 17.61 5.6 E(2'-9½) 150 7'-9 8'-1 12'-6½0.831 8'-1 4'-9½21 16 1 (See Notes) 1.0550 10.505 0.06616117.61 T(7'-9) 150 11.336 Total(Pt)Route 6 2'-9½ 8'-8 3'-7½ -0.353 0.879 7'-10 0'-10207 22 ¾• • • • • Route 7 • • • • •(See Notes) 0.8110 10.13217.82 0.243693 Sprinkler, 17.82 5.6 E(2'-9½) 150 10'-10½ 8'-8 13'-5½0.912 8'-8 2'-722 23 1 (See Notes) 1.0550 10.658 0.06769217.82 E(3'-1½), T(7'-9) 150 8'-8 0'-6 0.001 8'-8 0'-623 24 2 2.0090 11.570 0.00293917.82 150 8'-8 4'-6½0.048 8'-8 4'-6½24 25 2 2.0090 11.57217.93 0.010652 Flow (q) from Route 10 35.75 150 8'-8 3'-3½0.075 8'-8 3'-3½25 26 2 2.0090 11.62017.89 0.022564 Flow (q) from Route 8 53.64 150 8'-8 4'-2 0.160 8'-8 4'-226 27 2 2.0090 11.69517.98 0.038518 Flow (q) from Route 11 71.62 150 8'-8 3'-0½0.177 8'-8 3'-0½27 28 2 2.0090 11.85417.92 0.058219 Flow (q) from Route 9 89.54 150 8'-8 5'-9 0.474 8'-8 5'-928 29 2 2.0090 12.03218.33 0.082169 Flow (q) from Route 13 107.87 150 © M.E.P.CAD, Inc.5/8/2018 Page 9AutoSPRINK 2018 v14.1.4.0 10:48:11AM2 Date: 5/8/2018 Job Name: Timberline Bank Remodel Remote Area Number: 2 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 13'-1½ 8'-8 14'-9 1.629 8'-8 1'-7½29 12 2 (See Notes) 2.0090 12.50618.60 0.110293 Flow (q) from Route 14 126.47 T(13'-1½) 150 14.135 Total(Pt)Route 7 2'-9½ 8'-8 3'-3½ -0.208 0.803 8'-2½0'-5½208 30 ¾• • • • • Route 8 • • • • •(See Notes) 0.8110 10.20517.89 0.245315 Sprinkler, 17.89 5.6 E(2'-9½) 150 10'-10½ 8'-8 12'-0½0.820 8'-8 1'-230 25 1 (See Notes) 1.0550 10.800 0.06814217.89 E(3'-1½), T(7'-9) 150 11.620 Total(Pt)Route 8 2'-9½ 8'-8 3'-7½ -0.353 0.888 7'-10 0'-10209 31 ¾• • • • • Route 9 • • • • •(See Notes) 0.8110 10.23817.92 0.246046 Sprinkler, 17.92 5.6 E(2'-9½) 150 7'-9 8'-8 15'-10 1.082 8'-8 8'-131 27 1 (See Notes) 1.0550 10.773 0.06834517.92 T(7'-9) 150 11.854 Total(Pt)Route 9 2'-9½ 8'-8 3'-7½ -0.353 0.889 7'-10 0'-10210 32 ¾• • • • • Route 10 • • • • •(See Notes) 0.8110 10.24717.93 0.246255 Sprinkler, 17.93 5.6 E(2'-9½) 150 7'-9 8'-8 11'-6½0.789 8'-8 3'-932 24 1 (See Notes) 1.0550 10.783 0.06840317.93 T(7'-9) 150 11.572 Total(Pt)Route 10 2'-9½ 8'-8 3'-3½ -0.208 0.811 8'-2½0'-5½211 33 ¾• • • • • Route 11 • • • • •(See Notes) 0.8110 10.30817.98 0.247612 Sprinkler, 17.98 5.6 E(2'-9½) 150 7'-9 8'-8 11'-4½0.784 8'-8 3'-7½33 26 1 (See Notes) 1.0550 10.911 0.06878017.98 T(7'-9) 150 11.695 Total(Pt)Route 11 © M.E.P.CAD, Inc.5/8/2018 Page 10AutoSPRINK 2018 v14.1.4.0 10:48:11AM2 Date: 5/8/2018 Job Name: Timberline Bank Remodel Remote Area Number: 2 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 2'-9½ 8'-8 3'-7½ -0.353 0.916 7'-10 0'-10212 34 ¾• • • • • Route 12 • • • • •(See Notes) 0.8110 10.58918.22 0.253850 Sprinkler, 18.22 5.6 E(2'-9½) 150 10'-10½ 8'-8 21'-4 1.504 8'-8 10'-5½34 3 1 (See Notes) 1.0550 11.152 0.07051318.22 E(3'-1½), T(7'-9) 150 12.656 Total(Pt)Route 12 2'-9½ 8'-8 3'-3½ -0.208 0.840 8'-2½0'-5½213 35 ¾• • • • • Route 13 • • • • •(See Notes) 0.8110 10.71518.33 0.256634 Sprinkler, 18.33 5.6 E(2'-9½) 150 7'-9 8'-8 9'-7½0.685 8'-8 1'-1035 28 1 (See Notes) 1.0550 11.347 0.07128618.33 T(7'-9) 150 12.032 Total(Pt)Route 13 2'-9½ 8'-8 3'-3½ -0.208 0.864 8'-2½0'-5½214 36 ¾• • • • • Route 14 • • • • •(See Notes) 0.8110 11.03718.60 0.263764 Sprinkler, 18.60 5.6 E(2'-9½) 150 7'-9 8'-8 11'-1 0.813 8'-8 3'-436 29 1 (See Notes) 1.0550 11.693 0.07326718.60 T(7'-9) 150 12.506 Total(Pt)Route 14 © M.E.P.CAD, Inc.5/8/2018 Page 11AutoSPRINK 2018 v14.1.4.0 10:48:11AM2 Date: 5/8/2018 Job Name: Timberline Bank Remodel Remote Area Number: 2 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 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 Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex 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 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.5/8/2018 Page 12AutoSPRINK 2018 v14.1.4.0 10:48:11AM2