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HomeMy WebLinkAboutF10-0050 Calculations CALCULATION SUMMARY Project Name: Forest Road Duplex Project Location: 395&405 Forest Road Drawing No. : City: Vail, CO Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (sq.ft) (gpm) (psi) (gpm/sq.ft) (psi) (gpm) # (gpm) (psi) 1 Demand (HW) Residential 1024 104.3 86.8 0.1 13.8 25.6 4 0 23.1 4 Demand (HW) Residential 1024 105.1 86.1 0.1 13.8 25.6 4 0 23.8 5 Demand (HW) Residential 1024 104.2 86.9 0.1 13.8 25.6 4 0 23 File:S:\DWG-2010\PHOENIX\Phoenix-Forest Rd\FP1 todd.dwg Date 7/6/2010 Copyright�O 2002-2009 Tyco Fire Suppression&Building Products Page 1 HYDRAULIC CALCULATIONS for Job Information Project Name: Forest Road Duplex Contract No. : City: Vail, CO Project Location: 395&405 Forest Road Date:6/1/2010 Contractor Information Name of Contractor: Phoenix Fire Address: 7684 S. Brentwood St City: Littleton, CO 80128 Phone Number: 720-922-9231 E-mail: Name of Designer: TEM Authority Having Jurisdiction: Vail Fire Design Remote Area Name 1 Remote Area Location upper level master bedroom Occupancy Classification Residential Density(gpm/sq.ft) 0.1 Area of Application(sq.ft) 1024 Coverage per Sprinkler(sq.ft) 256 Number of Calculated Sprinklers 4 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 0 Total Water Required(incl. Hose Streams)(gpm) 104.3 Pressure at Source(psi) 86.8 Type of System Wet Volume-Entire System (gal) 125.8 Water Supply Information Date June 2010 Location near site Source W1 Notes File:S:\DWG-2010\PHOENIX\Phoenix-Forest Rd\FP1 todd.dwg Date 7/6/2010 Copyright O 2002-2009 Tyco Fire Suppression&Building Products Page 2 Job: Forest Road Duplex Node Labels: Off Pipe Labels: Off Diagram for Design Area : 1 (Optimized Hydraulic Simplified) f �, � _ - � File:S:\DWG-2010\PHOENIX\Phoenix-Forest Rd\FP1 todd.dwg Date 7/6/2010 Copyright O 2002-2009 Tyco Fire Suppression&Building Products Page 3 Job:Forest Road Duplex Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (Ib•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : W1 Flow(gpm) Pressure(psi) 0 110 929 105 Hoses Inside Hose Flow(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) Other(custom defined) Hose Flow(gpm) — — — — — — — — — — — — — — — — — — — — — Total Hose Flow(gpm) Sprinklers Ovehead Sprinkier Flow(gpm) 104.3 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Total Sprinkler Flow(gpm) 104.3 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 86.8 W1 -Flow(gpm) 104.3 Demand w/o System Pump(s) N/A File:S:\DWG-2010\PHOENIX\Phoenix-Forest Rd\FP1 todd.dwg Date 7/6/2010 Copyright�O 2002-2009 Tyco Fire Suppression&Building Products Page 4 Job:Forest Road Duplex Hydraulic Analysis for : 1 f R,ppiv t 9�sten,L�r,�r,a 150- 140- --- 930---. I I �I 1 ' I I f i i i 120 — _ S'� 110- ---� �1 C.-�•p: - ■ 100--- - — � 9D_ �.—. � � �- --- 50 — qp. _—.— �. — DI � i I I i 90 _ — -- p ��� 0 300 400 500 600 700 800 900 '1000 Flau��rn File:S:\DWG-2010\PHOENIX\Phoenix-Forest Rd\FP1 todd.dwg Date 7/6/2010 Copyright�O 2002-2009 Tyco Fire Suppression&Building Products Page 5 Job:Forest Road Duplex Hydraulic Analysis for: 1 Graph Labels Label Description Values Flow(gpm) Pressure(psi) S1 Supply point#1 -Static 0 110 S2 Supply point#2-Residual 929 105 D1 Elevation Pressure 0 15.6 D2 System Demand 104.3 86.8 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure(psi) Flow(gpm) Pressure(psi) @ Flow(gpm) Supply 109.9 121.4 23.1 104.3 File:S:\DWG-2010\PHOENIX\Phoenix-Forest Rd\FP1 todd.dwg Date 7/6/2010 Copyright�O 2002-2009 Tyco Fire Suppression&Building Products Page 6 Job:Forest Road Duplex Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Flow gpm/psi Ya 9pm sq.ft psi psi ft gpm gpm/sq.ft psi gpm 001 Node 14.9 23.3Z NODE -17 004 Node 27.6 28 NODE -19.1 026 Node 27.8 28 NODE -19.1 077-A Node 56.3 -5.04 NODE -4.7 077-B Node 57.3 -5.29 NODE -4.6 079-A Node 57.5 -5.71 NODE -4.5 079-B Node 58.6 -6.21 NODE -4.2 083-A Node 59.6 -7 NODE -3.9 083-B Node 71.2 -7 NODE -3.9 085-A Node 71.3 -7 NODE -3.9 085-B Node 75.1 -7 NODE -3.9 100 Overhead Sprinkler 6.9 25.6 256 13.8 13.8 20 HEAD Open 0 0.1 -15.6 25.6 101 Overhead Sprinkler 6.9 26.5 256 14.7 13.8 20 HEAD Open 0.9 0.103 -15.6 25.6 102 Overhead Sprinkler 6.9 25.6 256 13.8 13.8 20 HEAD Open 0.0 0.1 -15.6 25.6 103 Overhead Sprinkler 6.9 26.6 256 14.9 13.8 20 HEAD Open 1 0.104 -15.6 25.6 353 Node 15 23.32 NODE -17 W1 Supply -104.3 86'8 -16 SUPPLY 0 File:S:\DWG-2010\PHOENIX\Phoenix-Forest Rd\FP1 todd.dwg Date 7/6/2010 Copyright O 2002-2009 Tyco Fire Suppression&Building Products Page 7 Job:Forest Road Duplex Hydraulic Calculations/Fluid Delivery Time Analysis Pipe Data Path # Type Material HWC Fittings Length Flow Fr.Resist. Vel.Pres. Start Start Disch. Pipe Ref. Hgroup Size Rough. Eq.Len. Total Len. Velocity Loss Frict. Loss Elev. End End Disch. ft gpm psi/ft psi gpm in ft ft ft/s psi psi gpm 1 Brline Copper M 150 Z(us.90); 13.06 25.6 0.1318 0.6 001 354 PIPE 1 0.000084 6.21 19.27 9.4 2.5 -1.4 100 25.6 1 Brline Copper M 150 1(us.Tee); 22.37 52.1 0.4911 2.5 004 001 PIPE 1 0.000084 7.76 30.13 19.12 14.8 -2 001 1 Cmain Copper M 150 9 14 52.1 0.0213 O.Z 026 025 PIPE 2 0.000084 5.27 0.2 0 004 1 Cmain Copper M 150 11(us.90);2(us.Tee); 84.47 104.3 0.0772 0.8 077-A 075 PIPE 2 0.000084 98.59 183.07 10.56 14.1 14.3 026 1 VALVE swing check 0 � 25 104.3 3.6307 0 077-B 485 VALVE Z 0 0 0.9 0.1 077-A 1 Cmain Copper M 150 0 79 104.3 0.0772 0.8 079-A 077 PIPE 2 0.000084 10.56 0.1 0.2 077-B 1 VALVE Riser Manifold 0 104.3 1.6498 0 079-B 486 VALVE 2 0 0'S 0 0.8 O.Z 079-A 1 Cmain Copper M 150 1(us.90); 2.23 104.3 0.0772 0.8 083-A 081 PIPE 2 0.000084 6.57 8.8 10.56 0.7 0.3 079-B 1 BFP Febco 860 0 104.3 23.2119 0 083-B 487 BFP 2 0 0'S 0 11.6 0 083-A 1 Cmain Copper M 150 1.04 104.3 0.0772 0.8 085-A 083 PIPE 2 0.000084 10.56 0.1 0 083-B 1 VALVE PRV-Wilkins 0 0.35 104.3 10.8502 0 085-B 488 VALVE 2 0 0 3.8 0 085-A 1 Cmain Copper M 150 1(us.90);1(us.Tee); 80.62 104.3 0.0772 0.8 W1 -104.3 259 PIPE 2 0.000084 19.72 100.34 10.56 7.7 3.9 085-B 2 Brline Copper M 150 2(us.90); 13.69 25.6 0.1321 0.6 353 350 PIPE 1 0.000084 6.21 19.9 9.41 2.6 -1.4 102 25.6 2 Brline Copper M 150 1(us.Tee); 22.37 52.2 0.4935 2.5 026 346 PIPE 1 0.000084 7.76 30.13 19.17 14.9 -2 353 3 Drop Copper M 150 1(us.Tee); 3.39 26.5 0.1404 0.6 001 356 PIPE 1 0.000084 7.76 11.16 9.72 1.6 -1.4 101 26.5 4 Drop Copper M 150 1(us.Tee); 3.39 26.6 0.1414 0.6 353 481 PIPE 1 0.000084 7.76 11.16 9.76 1.6 -1.4 103 26.6 File:S:\DWG-2010\PHOENIX\Phoenix-Forest Rd\FP1 todd.dwg Date 7/6/2010 Copyright OO 2002-2009 Tyco Fire and Building Products Page 8 Job:Forest Road Duplex Hydraulic Calculations/Fluid Delivery Time Analysis Pipe Data Start Tot.Pres. End Tot.Pres. psi psi 14.9 13.8 27.6 14.9 27.8 27.6 56.3 27.8 57.3 56.3 57.5 57.3 58.6 57.5 59.6 58.6 71.2 59.6 71.3 71.2 75.1 71.3 86.8 75.1 15 13.8 27.8 15 14.9 14.7 15 14.9 File:S:\DWG-2010\PHOENIX\Phoenix-Forest Rd\FP1 todd.dwg Date 7/6/2010 Copyright OO 2002-2009 Tyco Fire and Building Products Page 9 Job:Forest Road Duplex Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psiYz) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 100 20 6.9 25.6 1 2x(us.90)=6.21 13.06 150 13.8 001 23.32 25.6 1.055 6.21 0.1318 -1.4 19.27 2.5 001 Z3.32 26.5 1 lx(us.Tee)=7.76 22.37 150 14.9 004 28 52.1 1.055 7.76 0.4911 -2 30.13 14.8 004 28 0 2 9.14 150 27.6 026 28 52.1 2.009 0 0.0213 0 9.14 0.2 026 28 52.2 2 11x(us.90)=72.3 84.47 150 27.8 077-A -5.04 104.3 2.009 2x(us.Tee)=26.29 98.59 0.0772 14.3 183.07 14.1 077-A -5.04 0 2 0.25 0 56.3 swing check 077-B -5.29 104.3 0 0 3.6307 0.1 0.25 0.9 077-B -5.29 0 2 0.79 150 57.3 079-A -5.71 104.3 2.009 0 0.0772 0.2 0.79 0.1 079-A -5.71 0 2 0.5 0 57.5 Riser Manifold 079-B -6.21 104.3 0 0 1.6498 0.2 0.5 0.8 079-B -6.21 0 2 lx(us.90)=6.57 2.23 150 58.6 083-A -7 104.3 Z.009 6.57 0.0772 0.3 8.8 0.7 083-A -7 0 2 0.5 0 59.6 Febco 860 083-B -7 104.3 0 0 23.2119 0 0.5 11.6 083-B -7 0 2 1.04 150 71.2 085-A -7 104.3 2.009 0 0.0772 0 1.04 0.1 085-A -7 0 2 0.35 0 71.3 PRV-Wilkins 085-B -7 104.3 0 0 10.8502 0 0.35 3.8 085-B -7 0 2 ix(us.90)=6.57 80.62 150 75.1 W1 -16 104.3 2.009 lx(us.Tee)=13.15 19.72 0.0772 3.9 100.34 7.7 W 1 86.8 Path No: 2 102 20 6.9 25.6 1 2x(us.90)=6.21 13.69 150 13.8 353 23.32 25.6 1.055 6.21 0.1321 -1.4 19.9 2.6 353 Z3.32 26.6 1 lx(us.Tee)=7.76 22.37 150 15 026 28 52.2 1.055 7.76 0.4935 -2 30.13 14.9 026 27.8 File:S:\DWG-2010\PHOENIX\Phoenix-Forest Rd\FP1 todd.dwg Date 7/6/2010 Copyright�O 2002-2009 Tyco Fire Suppression&Building Products Pege 10 Job:Forest Road Duplex Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psiYz) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 3 101 20 6.9 26.5 1 lx(us.Tee)=7.76 3.39 150 14.7 001 23.32 26.5 1.055 7.76 0.1404 -1.4 11.16 1.6 001 14.9 Path No: 4 103 20 6.9 26.6 1 lx(us.Tee)=7.76 3.39 150 14.9 353 23.32 26.6 1.055 7.76 0.1414 -1.4 11.16 1.6 353 15 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 19.17 ft/s occurs in the following pipe(s): (026-353) File:S:\DWG-2010\PHOENIX\Phoenix-Forest Rd\FP1 todd.dwg Date 7/6/2010 Copyright O 2002-2009 Tyco Fire Suppression&Building Products Pege 11 HYDRAULIC CALCULATIONS for Job Information Project Name: Forest Road Duplex Contract No. : City: Vail, CO Project Location: 395&405 Forest Road Date:6/1/2010 Contractor Information Name of Contractor: Phoenix Fire Address: 7684 S. Brentwood St City: Littleton, CO 80128 Phone Number: 720-922-9231 E-mail: Name of Designer: TEM Authority Having Jurisdiction: Vail Fire Design Remote Area Name 4 Remote Area Location lower level Occupancy Classification Residential Density(gpm/sq.ft) 0.1 Area of Application(sq.ft) 1024 Coverage per Sprinkler(sq.ft) 256 Number of Calculated Sprinklers 4 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 0 Total Water Required(incl. Hose Streams)(gpm) 105.1 Pressure at Source(psi) 86.1 Type of System Wet Volume-Entire System (gal) 125.8 Water Supply Information Date June 2010 Location near site Source W1 Notes File:S:\DWG-2010\PHOENIX\Phoenix-Forest Rd\FP1 todd.dwg Date 7/6/2010 Copyright O 2002-2009 Tyco Fire Suppression&Building Products Page 12 Job: Forest Road Duplex Node Labels: Off Pipe Labels: Off Diagram for Design Area : 4 (Optimized Hydraulic Simplified) � � � � � �-� - � .� File:S:\DWG-2010\PHOENIX\Phoenix-Forest Rd\FP1 todd.dwg Date 7/6/2010 Copyright O 2002-2009 Tyco Fire Suppression&Building Products Page 13 Job:Forest Road Duplex Hydraulic Analysis for : 4 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (Ib•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : W1 Flow(gpm) Pressure(psi) 0 110 929 105 Hoses Inside Hose Flow(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) Other(custom defined) Hose Flow(gpm) — — — — — — — — — — — — — — — — — — — — — Total Hose Flow(gpm) Sprinklers Ovehead Sprinkier Flow(gpm) 105.1 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Total Sprinkler Flow(gpm) 105.1 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 86.1 W1 -Flow(gpm) 105.1 Demand w/o System Pump(s) N/A File:S:\DWG-2010\PHOENIX\Phoenix-Forest Rd\FP1 todd.dwg Date 7/6/2010 Copyright�O 2002-2009 Tyco Fire Suppression&Building Products Page 14 Job:Forest Road Duplex Hydraulic Analysis for : 4 f R,ppiv t 9�sten,L�r,�r,a 150- 140- --- 930---. I I �I 1 ' I I f i i i 120 — _ S'� 110- ---� �1 C.-�•p: - ■ 100--- - — � 9D- `—+--, � � �- - -- 50 — 40- 30- . — � � I I I I DI � _ — -- p-����� 0 300 400 500 600 700 800 900 '1000 Flau��rn File:S:\DWG-2010\PHOENIX\Phoenix-Forest Rd\FP1 todd.dwg Date 7/6/2010 Copyright�O 2002-2009 Tyco Fire Suppression&Building Products Page 15 Job:Forest Road Duplex Hydraulic Analysis for: 4 Graph Labels Label Description Values Flow(gpm) Pressure(psi) S1 Supply point#1 -Static 0 110 S2 Supply point#2-Residual 929 105 D1 Elevation Pressure 0 6.5 D2 System Demand 105.1 86.1 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure(psi) Flow(gpm) Pressure(psi) @ Flow(gpm) Supply 109.9 121 23.8 105.1 File:S:\DWG-2010\PHOENIX\Phoenix-Forest Rd\FP1 todd.dwg Date 7/6/2010 Copyright�O 2002-2009 Tyco Fire Suppression&Building Products Page 16 Job:Forest Road Duplex Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Flow gpm/psi Ya 9pm sq.ft psi psi ft gpm gpm/sq.ft psi gpm 071 Node 50.3 0.5 NODE -7.1 077-A Node 55.4 -5.04 NODE -4.7 077-B Node 56.4 -5.29 NODE -4.6 079-A Node 56.7 -5.71 NODE -4.5 079-B Node 57.7 -6.21 NODE -4.2 083-A Node 58.8 -7 NODE -3.9 083-B Node 70.4 -7 NODE -3.9 085-A Node 70.4 -7 NODE -3.9 085-B Node 74.3 -7 NODE -3.9 266 Node 31.4 0.5 NODE -7.1 294 Node 15 0.5 NODE -7.1 308 Node 16 1 NODE -7.4 400 Overhead Sprinkler 6.9 25.7 256 13.8 13.8 -1 HEAD Open 0.1 0.1 -6.5 25.6 401 Overhead Sprinkler 6.9 25.6 256 13.8 13.8 -1 HEAD Open 0 0.1 -6.5 25.6 402 Overhead Sprinkler 6.9 26.7 256 15 13.8 -1 HEAD Open 1.1 0.104 -6.5 25.6 403 Overhead Sprinkler 6.9 27.1 256 15.4 13.8 -1 HEAD Open 1.5 0.106 -6.5 25.6 W1 Supply -105.1 86.1 -16 SUPPLY 0 File:S:\DWG-2010\PHOENIX\Phoenix-Forest Rd\FP1 todd.dwg Date 7/6/2010 Copyright�O 2002-2009 Tyco Fire Suppression&Building Products Pege 17 Job:Forest Road Duplex Hydraulic Calculations/Fluid Delivery Time Analysis Pipe Data Path # Type Material HWC Fittings Length Flow Fr.Resist. Vel.Pres. Start Start Disch. Pipe Ref. Hgroup Size Rough. Eq.Len. Total Len. Velocity Loss Frict. Loss Elev. End End Disch. ft gpm psi/ft psi gpm in ft ft ft/s psi psi gpm 1 Brline Copper M 150 1(us.90); 11.52 25.6 0.1318 0.6 294 291 PIPE 1 0.000084 3.11 14.62 9.4 1.9 -0.6 401 25.6 1 Brline Copper M 150 1(us.Tee); 26.5Z 51.3 0.4768 2.4 266 263 PIPE 1 0.000084 7.76 34.28 18.81 16.3 0 294 1 Brline Copper M 150 1(us.Tee); 2.72 105.1 1.8011 SO 071 262 PIPE 1 0.000084 7.76 10.48 38.56 18.9 0 266 1 Cmain Copper M 150 Z(us.90); 21.87 105.1 0.078Z 0.8 077-A 075 PIPE 2 0.000084 13.15 35.OZ 10.63 2.7 2.4 071 1 VALVE swing check 0 � 25 105.1 3.6797 0 077-B 485 VALVE Z 0 0 0.9 0.1 077-A 1 Cmain Copper M 150 � 79 105.1 0.078Z 0.8 079-A 077 PIPE 2 0.000084 10.63 0.1 0.2 077-B 1 VALVE Riser Manifold 0 105.1 1.6719 0 079-B 486 VALVE 2 0 0'S 0 0.8 0.2 079-A 1 Cmain Copper M 150 1(us.90); 2.23 105.1 0.078Z 0.8 083-A 081 PIPE 2 0.000084 6.57 8.8 10.63 0.7 0.3 079-B 1 BFP Febco 860 0 105.1 Z3.1819 0 083-B 487 BFP 2 0 0'S 0 11.6 0 083-A 1 Cmain Copper M 150 1.04 105.1 0.078Z 0.8 085-A 083 PIPE 2 0.000084 10.63 0.1 0 083-B 1 VALVE PRV-Wilkins 0 0.35 105.1 11.0233 0 085-B 488 VALVE 2 0 0 3.9 0 085-A 1 Cmain Copper M 150 1(us.90);1(us.Tee); 80.6Z 105.1 0.078Z 0.8 W1 -105.1 259 PIPE 2 0.000084 19.72 100.34 10.63 7.8 3.9 085-B 2 Brline Copper M 150 1(us.Tee);1(us.90); 3.17 25.7 0.1324 0.6 294 292 PIPE 1 0.000084 10.87 14.04 9.42 1.9 -0.6 400 25.7 3 Brline Copper M 150 1(us.90); 10 26.7 0.1425 0.6 308 305 PIPE 1 0.000084 3.11 13.11 9.8 1.9 -0.9 402 26.7 3 Brline Copper M 150 1(us.Tee);1(us.90); 18.26 53.8 0.5215 2.6 266 301 PIPE 1 0.000084 10.87 29.12 19.75 15.2 0.2 308 4 Drop Copper M 150 1(us.Tee); 2 27.1 0.1464 0.7 308 452 PIPE 1 0.000084 7.76 9.76 9.94 1.4 -0.9 403 27.1 File:S:\DWG-2010\PHOENIX\Phoenix-Forest Rd\FP1 todd.dwg Date 7/6/2010 Copyright OO 2002-2009 Tyco Fire and Building Products Pege 18 Job:Forest Road Duplex Hydraulic Calculations/Fluid Delivery Time Analysis Pipe Data Start Tot.Pres. End Tot.Pres. psi psi 15 13.8 31.4 15 50.3 31.4 55.4 50.3 56.4 55.4 56.7 56.4 57.7 56.7 58.8 57.7 70.4 58.8 70.4 70.4 74.3 70.4 86.1 74.3 15 13.8 16 15 31.4 16 16 15.4 File:S:\DWG-2010\PHOENIX\Phoenix-Forest Rd\FP1 todd.dwg Date 7/6/2010 Copyright OO 2002-2009 Tyco Fire and Building Products Pege 19 Job:Forest Road Duplex Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psiYz) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 401 -1 6.9 25.6 1 lx(us.90)=3.11 11.52 150 13.8 294 0.5 25.6 1.055 3.11 0.1318 -0.6 14.62 1.9 294 0.5 25.7 1 lx(us.Tee)=7.76 26.52 150 15 266 0.5 51.3 1.055 7.76 0.4768 0 34.28 16.3 266 0.5 53.8 1 ix(us.Tee)=7.76 2.72 150 31.4 071 0.5 105.1 1.055 7.76 1.8011 0 10.48 18.9 071 0.5 0 2 2x(us.90)=13.15 21.87 150 50.3 077-A -5.04 105.1 2.009 13.15 0.0782 2.4 35.02 2.7 077-A -5.04 0 2 0.25 0 55.4 swing check 077-B -5.29 105.1 0 0 3.6797 0.1 0.25 0.9 077-B -5.29 0 2 0.79 150 56.4 079-A -5.71 105.1 2.009 0 0.0782 0.2 0.79 0.1 079-A -5.71 0 2 0.5 0 56.7 Riser Manifold 079-B -6.21 105.1 0 0 1.6719 0.2 0.5 0.8 079-B -6.21 0 2 lx(us.90)=6.57 2.23 150 57.7 083-A -7 105.1 Z.009 6.57 0.0782 0.3 8.8 0.7 083-A -7 0 2 0.5 0 58.8 Febco 860 083-B -7 105.1 0 0 23.1819 0 0.5 11.6 083-B -7 0 2 1.04 150 70.4 085-A -7 105.1 2.009 0 0.0782 0 1.04 0.1 085-A -7 0 2 0.35 0 70.4 PRV-Wilkins 085-B -7 105.1 0 0 11.0233 0 0.35 3.9 085-B -7 0 2 ix(us.90)=6.57 80.62 150 74.3 W1 -16 105.1 2.009 lx(us.Tee)=13.15 19.72 0.0782 3.9 100.34 7.8 W 1 86.1 Path No: 2 400 -1 6.9 25.7 1 lx(us.Tee)=7.76 3.17 150 13.8 294 0.5 25.7 1.055 lx(us.90)=3.11 10.87 0.1324 -0.6 14.04 1.9 294 15 File:S:\DWG-2010\PHOENIX\Phoenix-Forest Rd\FP1 todd.dwg Date 7/6/2010 Copyright�O 2002-2009 Tyco Fire Suppression&Building Products Pege 20 Job:Forest Road Duplex Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psiYz) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 3 402 -1 6.9 26.7 1 lx(us.90)=3.11 10 150 15 308 1 26.7 1.055 3.11 0.1425 -0.9 13.11 1.9 308 1 27.1 1 lx(us.Tee)=7.76 18.26 150 16 266 0.5 53.8 1.055 lx(us.90)=3.11 10.87 0.5215 0.2 29.12 15.2 266 31.4 Path No: 4 403 -1 6.9 27.1 1 lx(us.Tee)=7.76 2 150 15.4 308 1 27.1 1.055 7.76 0.1464 -0.9 9.76 1.4 308 16 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 38.56 ft/s occurs in the following pipe(s): (071-266) File:S:\DWG-2010\PHOENIX\Phoenix-Forest Rd\FP1 todd.dwg Date 7/6/2010 Copyright�O 2002-2009 Tyco Fire Suppression&Building Products Pege 21 HYDRAULIC CALCULATIONS for Job Information Project Name: Forest Road Duplex Contract No. : City: Vail, CO Project Location: 395&405 Forest Road Date:6/1/2010 Contractor Information Name of Contractor: Phoenix Fire Address: 7684 S. Brentwood St City: Littleton, CO 80128 Phone Number: 720-922-9231 E-mail: Name of Designer: TEM Authority Having Jurisdiction: Vail Fire Design Remote Area Name 5 Remote Area Location main level Occupancy Classification Residential Density(gpm/sq.ft) 0.1 Area of Application(sq.ft) 1024 Coverage per Sprinkler(sq.ft) 256 Number of Calculated Sprinklers 4 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 0 Total Water Required(incl. Hose Streams)(gpm) 104.2 Pressure at Source(psi) 86.9 Type of System Wet Volume-Entire System (gal) 125.8 Water Supply Information Date June 2010 Location near site Source W1 Notes File:S:\DWG-2010\PHOENIX\Phoenix-Forest Rd\FP1 todd.dwg Date 7/6/2010 Copyright O 2002-2009 Tyco Fire Suppression&Building Products Page 22 Job: Forest Road Duplex Node Labels: Off Pipe Labels: Off Diagram for Design Area : 5 (Optimized Hydraulic Simplified) ,. � y�' ,__�_ � � � � 4� File:S:\DWG-2010\PHOENIX\Phoenix-Forest Rd\FP1 todd.dwg Date 7/6/2010 Copyright O 2002-2009 Tyco Fire Suppression&Building Products Page 23 Job:Forest Road Duplex Hydraulic Analysis for : 5 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (Ib•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : W1 Flow(gpm) Pressure(psi) 0 110 929 105 Hoses Inside Hose Flow(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) Other(custom defined) Hose Flow(gpm) — — — — — — — — — — — — — — — — — — — — — Total Hose Flow(gpm) Sprinklers Ovehead Sprinkier Flow(gpm) 104.2 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Total Sprinkler Flow(gpm) 104.2 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 86.9 W1 -Flow(gpm) 104.2 Demand w/o System Pump(s) N/A File:S:\DWG-2010\PHOENIX\Phoenix-Forest Rd\FP1 todd.dwg Date 7/6/2010 Copyright�O 2002-2009 Tyco Fire Suppression&Building Products Page 24 Job:Forest Road Duplex Hydraulic Analysis for : 5 f R,ppiv t 9�sten,L�r,�r,a 150- 140- --- 930---. I I �I 1 ' I I f i i i 120 — _ S'� 110- ---� �1 C.-�•p: - ■ 100 — _ — � 9D �— 80- � �- ---- � - — 40- 30- — 20 — � DI I I i 90 — -- p ��� 0 300 400 500 600 700 800 900 '1000 Flau��rn File:S:\DWG-2010\PHOENIX\Phoenix-Forest Rd\FP1 todd.dwg Date 7/6/2010 Copyright�O 2002-2009 Tyco Fire Suppression&Building Products Page 25 Job:Forest Road Duplex Hydraulic Analysis for: 5 Graph Labels Label Description Values Flow(gpm) Pressure(psi) S1 Supply point#1 -Static 0 110 S2 Supply point#2-Residual 929 105 D1 Elevation Pressure 0 10.8 D2 System Demand 104.2 86.9 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure(psi) Flow(gpm) Pressure(psi) @ Flow(gpm) Supply 109.9 120.3 23 104.2 File:S:\DWG-2010\PHOENIX\Phoenix-Forest Rd\FP1 todd.dwg Date 7/6/2010 Copyright�O 2002-2009 Tyco Fire Suppression&Building Products Page 26 Job:Forest Road Duplex Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Flow gpm/psi Ya 9pm sq.ft psi psi ft gpm gpm/sq.ft psi gpm 501 Overhead Sprinkler 6.9 25.6 256 13.8 13.8 9 HEAD Open 0 0.1 -10.8 25.6 500 Overhead Sprinkler 6.9 25.6 256 13.8 13.8 9 HEAD Open 0.0 0.1 -10.8 25.6 503 Overhead Sprinkler 6.9 26.5 256 14.7 13.8 9 HEAD Open 0.9 0.103 -10.8 25.6 502 Overhead Sprinkler 6.9 26.5 256 14.8 13.8 9 HEAD Open 0.9 0.104 -10.8 25.6 330 Node 13.9 12 NODE -12.1 336 Node 15 12 NODE -12.1 318 Node 27.5 12 NODE -12.1 315 Node 29.4 12 NODE -12.1 068 Node 44.1 12 NODE -12.1 077-A Node 56.4 -5.04 NODE -4.7 077-B Node 57.4 -5.29 NODE -4.6 079-A Node 57.6 -5.71 NODE -4.5 079-B Node 58.7 -6.21 NODE -4.2 083-A Node 59.7 -7 NODE -3.9 083-B Node 71.3 -7 NODE -3.9 085-A Node 71.4 -7 NODE -3.9 085-B Node 75.2 -7 NODE -3.9 W1 Supply -104.2 86.9 -16 SUPPLY 0 File:S:\DWG-2010\PHOENIX\Phoenix-Forest Rd\FP1 todd.dwg Date 7/6/2010 Copyright�O 2002-2009 Tyco Fire Suppression&Building Products Pege 27 Job:Forest Road Duplex Hydraulic Calculations/Fluid Delivery Time Analysis Pipe Data Path # Type Material HWC Fittings Length Flow Fr.Resist. Vel.Pres. Start Start Disch. Pipe Ref. Hgroup Size Rough. Eq.Len. Total Len. Velocity Loss Frict. Loss Elev. End End Disch. ft gpm psi/ft psi gpm in ft ft ft/s psi psi gpm 1 Brline Copper M 150 1(us.90); 8 25.6 0.1318 0.6 330 327 PIPE 1 0.000084 3.11 11.11 9.4 1.5 -1.3 501 25.6 1 Brline Copper M 150 1(us.Tee); 20.74 51.2 0.4764 2.4 318 325 PIPE 1 0.000084 7.76 28.51 18.81 13.6 0 330 1 Brline Copper M 150 51.2 0.1782 1.1 315 312 PIPE 1.25 0.000084 10'88 12.56 1.9 0 318 1 Brline Copper M 150 1(us.Tee);1(us.90); 12.2 104.2 0.6641 4.4 068 308 PIPE 1.25 0.000084 9.82 22.OZ 25.55 14.6 0 315 1 Cmain Copper M 150 4(us.90); 37.69 104.2 0.0771 0.7 077-A 075 PIPE Z 0.000084 26.29 63.99 10.55 4.9 7.4 068 1 VALVE swing check 0 � 25 104.2 3.6261 0 077-B 485 VALVE 2 0 0 0.9 0.1 077-A 1 Cmain Copper M 150 � 79 104.2 0.0771 0.7 079-A 077 PIPE Z 0.000084 10.55 0.1 0.2 077-B 1 VALVE Riser Manifold 0 104.2 1.6477 0 079-B 486 VALVE 2 0 0'S 0 0.8 0.2 079-A 1 Cmain Copper M 150 1(us.90); 2.23 104.2 0.0771 0.7 083-A 081 PIPE 2 0.000084 6.57 8.8 10.55 0.7 0.3 079-B 1 BFP Febco 860 0 104.2 23.2149 0 083-B 487 BFP 2 0 0'S 0 11.6 0 083-A 1 Cmain Copper M 150 1.04 104.2 0.0771 0.7 085-A 083 PIPE 2 0.000084 10.55 0.1 0 083-B 1 VALVE PRV-Wilkins 0 0.35 104.2 10.8339 0 085-B 488 VALVE 2 0 0 3.8 0 085-A 1 Cmain Copper M 150 1(us.90);1(us.Tee); 80.62 104.2 0.0771 0.7 W1 -104.2 259 PIPE 2 0.000084 19.72 100.34 10.55 7.7 3.9 085-B 2 Drop Copper M 150 1(us.Tee); 3 25.6 0.1321 0.6 330 462 PIPE 1 0.000084 7.76 10.76 9.41 1.4 -1.3 500 25.6 3 Brline Copper M 150 1(us.90); 8 26.5 0.1403 0.6 336 333 PIPE 1 0.000084 3.11 11.11 9.72 1.6 -1.3 503 26.5 3 Brline Copper M 150 1(us.Tee); 20.74 53 0.5072 2.5 315 331 PIPE 1 0.000084 7.76 28.51 19.45 14.5 0 336 4 Drop Copper M 150 1(us.Tee); 3 26.5 0.1407 0.6 336 467 PIPE 1 0.000084 7.76 10.76 9.73 1.5 -1.3 50Z 26.5 File:S:\DWG-2010\PHOENIX\Phoenix-Forest Rd\FP1 todd.dwg Date 7/6/2010 Copyright OO 2002-2009 Tyco Fire and Building Products Pege 28 Job:Forest Road Duplex Hydraulic Calculations/Fluid Delivery Time Analysis Pipe Data Start Tot.Pres. End Tot.Pres. psi psi 13.9 13.8 27.5 13.9 29.4 27.5 44.1 29.4 56.4 44.1 57.4 56.4 57.6 57.4 58.7 57.6 59.7 58.7 71.3 59.7 71.4 71.3 75.2 71.4 86.9 75.2 13.9 13.8 15 14.7 29.4 15 15 14.8 File:S:\DWG-2010\PHOENIX\Phoenix-Forest Rd\FP1 todd.dwg Date 7/6/2010 Copyright OO 2002-2009 Tyco Fire and Building Products Pege 29 Job:Forest Road Duplex Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psiYz) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 501 9 6.9 25.6 1 lx(us.90)=3.11 8 150 13.8 330 12 25.6 1.055 3.11 0.1318 -1.3 11.11 1.5 330 12 25.6 1 lx(us.Tee)=7.76 20.74 150 13.9 318 12 51.2 1.055 7.76 0.4764 0 28.51 13.6 318 12 0 1.25 10.88 150 27.5 315 12 51.2 1.291 0 0.1782 0 10.88 1.9 315 12 53 1.25 ix(us.Tee)=6.55 12.2 150 29.4 068 1Z 104.Z 1.291 lx(us.90)=3.27 9.82 0.6641 0 22.02 14.6 068 12 0 2 4x(us.90)=26.29 37.69 150 44.1 077-A -5.04 104.2 2.009 26.29 0.0771 7.4 63.99 4.9 077-A -5.04 0 2 0.25 0 56.4 swing check 077-B -5.29 104.2 0 0 3.6261 0.1 0.25 0.9 077-B -5.29 0 2 0.79 150 57.4 079-A -5.71 104.2 2.009 0 0.0771 0.2 0.79 0.1 079-A -5.71 0 2 0.5 0 57.6 Riser Manifold 079-B -6.21 104.2 0 0 1.6477 0.2 0.5 0.8 079-B -6.21 0 2 lx(us.90)=6.57 2.23 150 58.7 083-A -7 104.2 2.009 6.57 0.0771 0.3 8.8 0.7 083-A -7 0 2 0.5 0 59.7 Febco 860 083-B -7 104.2 0 0 23.2149 0 0.5 11.6 083-B -7 0 2 1.04 150 71.3 085-A -7 104.2 Z.009 0 0.0771 0 1.04 0.1 085-A -7 0 2 0.35 0 71.4 PRV-Wilkins 085-B -7 104.2 0 0 10.8339 0 0.35 3.8 085-B -7 0 2 lx(us.90)=6.57 80.62 150 75.2 W1 -16 104.2 2.009 ix(us.Tee)=13.15 19.72 0.0771 3.9 100.34 7.7 W 1 86.9 Path No: 2 500 9 6.9 25.6 1 lx(us.Tee)=7.76 3 150 13.8 330 12 25.6 1.055 7.76 0.1321 -1.3 10.76 1.4 330 13.9 File:S:\DWG-2010\PHOENIX\Phoenix-Forest Rd\FP1 todd.dwg Date 7/6/2010 Copyright�O 2002-2009 Tyco Fire Suppression&Building Products Pege 30 Job:Forest Road Duplex Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psiYz) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 3 503 9 6.9 26.5 1 lx(us.90)=3.11 8 150 14.7 336 12 26.5 1.055 3.11 0.1403 -1.3 11.11 1.6 336 12 26.5 1 lx(us.Tee)=7.76 20.74 150 15 315 12 53 1.055 7.76 0.5072 0 28.51 14.5 315 29.4 Path No: 4 502 9 6.9 26.5 1 lx(us.Tee)=7.76 3 150 14.8 336 12 26.5 1.055 7.76 0.1407 -1.3 10.76 1.5 336 15 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 25.55 ft/s occurs in the following pipe(s): (068-315) File:S:\DWG-2010\PHOENIX\Phoenix-Forest Rd\FP1 todd.dwg Date 7/6/2010 Copyright�O 2002-2009 Tyco Fire Suppression&Building Products Pege 31 Job:Forest Road Duplex Device Graphs Prese�e�e vs Flaw Furxtian Desgi Ar+ea:5; Suf�plY Ref.:W1; Sy�IY Name:Wi i2s iza iis �io �os �� 95 90 85 AO V� 75 Q 70 � 65 3 V� 60 N G7 55 L a so 45 40 35 30 25 20 IS 10 5 0 0 0 0 0 0 0 0 0 0 0� O O O O O O O O N N �'^� C v� �D l� oG O� o�. f�UilV,C�771 PIE�i'�LO66 FUI'K�OII Desgi Ar�ea:5; BFP Ref.:487(Febc��60,Size=� 14.95 > _ I 13.95 t z.95 11.6 psi @ 1042 gxn itss- ioss .y 9.95 �' 8.95 d L 7 7.95 N N L 6.95 a sss 4.95 3.95 2.95 1.95 0.95 . o �n o 0 0 0 0 �n o � M �.c o� N � oc AOiIV��771 File:S:\DWG-2010\PHOENIX\Phoenix-Forest Rd\FP1 todd.dwg Date 7/6/2010 Copyright O 2002-2009 Tyco Fire Suppression&Building Products Page 32 Job:Forest Road Duplex Device Graphs Presso-e LoesFUnction Desgi Area:5; Valve Ref.:485(swing diedc,Size=� 4.032- 'jy 3.032 �� O. d L � N N d � 2.032 � � o 0.9 psi @ 104.2�xn 1.032 - o 0.032- o �n o v, o 0 0 0 N �n t� O O ^ ^ N N f�UilV,C�771 PIE�i'�LO66 FUI'K�OII Desgi Area:5; Valve Ref.:486(Riser Manifold,Size=2) 15.492.-.— I . I4.492 L3.492 12.492 11.492 10.492 � p.9.492 � 8.492 y N 7.492 — d L a 6.a9z 5.492 4.492 3.492 2.492 0.8 psl @ 10�.2 gxn 1.492 i 0.492- 0 0 0 0 0 0 0 0 v, � o 0 0 0 0 .-. .-- N M 7 vl ����a^" File:S:\DWG-2010\PHOENIX\Phoenix-Forest Rd\FP1 todd.dwg Date 7/6/2010 Copyright OO 2002-2009 Tyco Fire Suppression&Building Products Page 33 Job:Forest Road Duplex Device Graphs Presso-e LoesFUnction Desgi Area:5; Valve Ref.:488(PRV-Willdrr�.s,Size=� 89-- 79 69 N 59 O. d L 7 49 N N d L a 39 z9 i� 3.8 psi @ 104.2 c�xn I 9 cn��o w o 0 0 v, �o � o 0 0 ^ N � f�UilV,C�771 File:S:\DWG-2010\PHOENIX\Phoenix-Forest Rd\FP1 todd.dwg Date 7/6/2010 Copyright OO 2002-2009 Tyco Fire Suppression&Building Products Page 34