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HomeMy WebLinkAboutF13-0054 calcs ���I� ���1L,�1y' �'lIl_l�� �1_��111_��ICILI��R CORPORATION �'�.. VAIL VALLEY FIRE SPRINKLER CORP. 57 HEREFORD LANE EDWARDS, CO 81632 PH: (970) 914-5014 625 FOREST ROAD 625 FOREST RD VAIL, CO 81657 12/3/2013 HYDRAULIC CALCULATIONS Hydraulic Calculations for Project Name: 625 FOREST ROAD Location: 625 FOREST ROAD, VAIL, COLORADO 81657, Drawing Name: 131102_v4.cad Calculation Date: 12/3/2013 Design Remote Area Number: 1 Remote Area Location: FIRST FLOOR Occupancy Classification: Residential Density: 0.100gpm/ft2 Area of Application: 356.12ft2(Actual 356.12ftz) Coverage per Sprinkler: 324.00ftz Type of sprinklers calculated: Pendent No. of sprinklers calculated: 2 Type of System: Volume of Dry or PreAction System: N/A In-rack Demand: N/A gpm at Node: N/A Hose Streams: 100.00 at Node: 1 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 165.41 @ 95.899 Water Supply Information: Name of Contractor: VAIL VALLEY FIRE SPRINKLER CO Address: 57 HEREFORD LANE, EDWARDS, CO 81632 Phone Number: (970)914-5014 Name of designer: PAUL HUBBARD. Authority Having Jurisdiction: VAIL FIRE Notes: �O M.E.P.CAD, Inc. !�����AutoSPRINKO VR11 v11.0.24.0 1 12/3/201311:02:30AM Page 1 u�� i i���� i� Hydraulic Summary Job Number: 131102-Calculation#1 Re ort Descri tion:Residential Job Job Number Design Engineer 131102 PAUL HUBBARD. Job Name'. Sla�e Certi(cation/License Number 625 FOREST ROAD 108221 Addressl AHJ 625 FOREST ROAD VAIL FIRE Address 2 Job Sile/BUildinq VAIL,COLORADO 81657 Address 3 Drawinq Name 131102 v4.cad System Remote Area(s) Most�emantling Sprinkler�ata Occupancy Job Suff'ix 4.9 K-Factor 32.40 at 43.722 Residential Calculation#1 Hose Allowance At Source Denalty Area of Application 100.00 0.100gpm/ft2 356.12ft2(Actual 356.12ft2) Atld'itional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow�g� 2 324.00ft� iotal Hose SUeams 100.00 sys�em Fiow oemznd ro�zi wz<c,Requl,ca O��i�ame Hose auowanoe� 65.41 165.41 Maximum Pressure Unbalance In Loops �.�00 Maximum Velociry Above Grountl 24.01 between nodes 10 and 8 Maxlmum Veloclry Unde�Grountl 6.96 between nodes 1 and 2 Volume capaciry of Wet P�ipes Volume capaci�y of Dry P'ipes 74.17ga1 Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name m si si @ m si @ m si si 1 Water Supply 100.00 � 121.500 � 112.500 1300.00 121.301 165.41 95.899 25.403 Contractor Con�ractor Number Coniect Neme Contact Ti�le 028 CLINT JANSSEN Name of Con�rector'. Phone Extension VAIL VALLEY FIRE SPRINKLER CO (970)914-5014 Adtlressl FAX 57 HEREFORD LANE Address 2 E-mail EDWARDS,CO 81632 blazeinvail@aol.com Adtlress 3 Web-Site ,Liy�,O M.E.P.CAD,Ina �;��AutoSPRINKO VR11 v11.0.24.0 12/3/2013 10:59:18AM Page 1 Hydraulic Graph Job Name: 625 FOREST ROAD N �.ss Remote Area Number: 1 Date: 12/3/2013 150 Water Supply Summary Sheet 135 Node: 1 Available Supply Static Pressure 121.500 120 165.41 @ 121.301 1300.00 @ 112.500 105 65.41 @ 95.899 i i 165.41 with Hose Allowance at Source 90 .N Q � 75 � N N d 60 System demand curve 45 30 15 0 0250 500 750 1000 1250 1500 1750 2000 2250 2500 Flow-gpm �M,O M.E.P.CAD, Inc. �,�� AutoSPRWKO VR11 v11.0.24.0 12/3/2013 11:02:32AM Pape 2 ���� Summary Of Outflowing Devices Job Number: 131102-Calculation#1 # Report Description:Residential Actual Flow Minimum Flow K-Factor Pressure Device m m K si � Sprinkler 101 32.40 32.40 4.9 43.722 Sprinkler 102 33.01 32.40 4.9 45.390 I � Most Demanding Sprinkler Data ,Liy�, �O M.E.P.CAD,Inc. +,�,�AutoSPRINKO VR11 v11.0.24.0 12/3/2013 11:02:34AM Page 3 Job Name: 625 FOREST ROAD Remote Area Number: 1 Date: 12/3/2013 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) �° (gpm) (psi) @ (gpm) (psi) � Water Supply 121.500 112.500 1300.00 121.301 165.41 95.899 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (ps�) (9pm) 1 10-0 Supply 95.899 65.41 101 -2-6 Sprinkler 43.722 32.40 102 -2-6 Sprinkler 45.390 33.01 2 -10-9 100.595 3 -10-0 87.781 4 -10-0 73.316 5 -2-0 66.989 6 -2-0 62.641 7 -2-0 62.970 8 -2-0 48.887 9 -2-0 45.339 10 -2-0 57.076 11 -2-0 47.072 12 -2-0 59.367 14 10-0 56.474 16 4-0 59.650 18 10-0 56.563 22 10-0 55.500 23 10-0 55.631 ,LM,O M.E.P.CAD, Inc. �;��AutoSPRINKO VR11 v11.0.2 12/3/2013 11:02:36AM Paqe 4 Job Name: 625 FOREST ROAD Remote Area Number: 1 Date: 12/3/2013 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (PS�) (9Pm) 24 10-0 54.847 25 25-0 49.789 26 25-0 49.765 40 23-0 50.292 41 23-0 50.276 42 23-0 50.138 ,LM,O M.E.P.CAD, Inc. �,��AutoSPRINKO VR11 v11.0.2 12/3/2013 11:02:36AM Paqe 5 Job Name: 625 FOREST ROAD Remote Area Number: 1 Date: 12/3/2013 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (Foot) g � (q� Fitting pf Friction Elev Pe Len th ( � Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Totai (Foot) (Q) (Foot) Foot (ps�) Friction(P� to(P�and shown as a ( ) ne ative value. � 0-6 150 43.722 •••••Route 1 ••••• 101 -2-6 4.9 32.40 3/, See Sprinkler, Notes) 2-0 -0.208 9 -2-0 32.40 0.8110 2 6 0.736116 1 825 E(2-0) 9 -2-0 1 (See 11-4 150 45.339 Notes) 6-0 0.204474 E(3-0),Tr(3-0) 8 -2-0 32.40 1.0550 17-4 3.548 8 -2-0 33.01 1 (See 2-11 150 48.887 Notes) Flow(q)from Route 2 8-0 10 -2-0 65.41 1.0550 10-11 0.750070 $189 T(8-0) 10 -2-0 1'/4 (See 29-11 150 57.076 Notes) 12-0 7 -2-0 45.02 1.2910 41-11 0.140612 5 894 6Tr(2-0) � 15-5 150 62.970 7 -2-0 20.39 1'/z See Flow(q)from Route 3 Notes) 17-0 0.123893 Tr(3-0),T(9-0), E(5-0) 5 -2-0 65.41 1.5270 32-5 4.019 5 -2-0 1'/z (See 8-0 150 66.989 Notes) 15-0 3.475 4 -10-0 65.41 1.5270 0.123893 2Tr(3-0),T(9-0), BOR 23-0 2.852 4 -10-0 1'/z (See 2-11 150 73.316 Notes) 17-0 0.123893 CV(11-0),2Tr(3-0), 3 -10-0 65.41 1.5270 19-11 14.466 BFP-12.000 3 -10-0 2 (See 3-9 150 87.781 Notes) 12-0 0.301 2 -10-9 65.41 2.0090 15 9 0.032571 12.513 PRV(-12.000), BV, E(7-0), Tr 5-0 2 -10-9 2 (See 102-3 150 100.595 Notes) 14-0 -8.979 0.036824 2E(3-6),T(5-0),GV, EE(2-0), 1 10-0 65.41 1.9590 116-3 4.282 S 100.00 95.899 Hose Allowance At Source 1 165.41 Total(Pt) Route 1 (See 0-6 150 45.390 •••••Route 2••••• 102 -2-6 4.9 33.01 3/4 Sprinkler, Notes) 2 0 -0.208 11 -2-0 33.01 0.8110 2 6 0.762065 1 889 E(2-0) ,LH�,O M.E.P.CAD,Inc. j���AutoSPRINKO VR11 v11.0.24.0 1 12/3/2013 11:02:38AM Page 6 Job Name: 625 FOREST ROAD Remote Area Number: 1 Date: 12/3/2013 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (Foot) g � (q� Fitting pf Friction Elev Pe Len th ( � Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Totai (Foot) (Q) (Foot) Foot (ps�) Friction(P� to(P�and shown as a ( ) ne ative value. 11 -2-0 1 (See 0-7 150 47.072 Notes) 8-0 8 -2-0 33.01 1.0550 $7 0.211682 1 $�5 T(8-0) 54.847 Total(Pt) Route 2 24 10-0 20.39 1'/4 (See 11-2 150 54.847 •••••Route 3••••• Notes) Flow(q)from Route 5 9-0 22 10-0 20.39 1.2910 20 2 0.032474 0.654 Tr(2-0),T(7-0) 22 10-0 1'/4 (See 62-6 150 55.500 Notes) 27 O 18 10-0 11.84 1.2910 89 6 0.011881 1.063 10Tr(2-0),T(7-0) 18 10-0 8.55 1'/4 (See 8-11 150 56.563 Notes) Flow(q)from Route 4 6-0 2.601 16 4-0 20.39 1.2910 14-11 0.032474 0.486 2E(3-0) 16 4-0 1'/4 (See 6-0 150 59.650 Notes) 6-0 2.601 6 -2-0 20.39 1.2910 12 0 0.032474 0.390 2E(3-0) 6 -2-0 1'/4 (See 3-1 150 62.641 Notes) 7-0 7 -2-0 20.39 1.2910 10-1 0.032474 0 329 T(7-0) 62.970 Total(Pt) Route 3 5-1 150 55.500 •••••Route4••••• 22 10-0 1'/4 (See T(7-0) Notes) 15-0 0.006505 2E(3-0),Tr(2-0) 23 10-0 8.55 1.2910 20-1 0.130 23 10-0 1'/4 (See 13-0 150 55.631 Notes) 9-0 -5.636 42 23-0 8.55 1.2910 22 0 0.006505 0.143 3E(3-0) 42 23-0 1'/4 (See 12-2 150 50.138 Notes) 9-0 0.006505 T(7-0),Tr(2-0) 41 23-0 8.55 1.2910 21-2 0.138 41 23-0 1'/4 (See 1-4 150 50.276 Notes) Tr(2-0) 4-0 40 23-0 5.63 1.2910 5 4 0.003006 0.016 Tr(2-0) ,LH�,O M.E.P.CAD,Inc. j���AutoSPRINKO VR11 v11.0.24.0 1 12/3/2013 11:02:38AM Page 7 Job Name: 625 FOREST ROAD Remote Area Number: 1 Date: 12/3/2013 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (Foot) g � (q� Fitting pf Friction Elev Pe Len th ( � Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Totai (Foot) (Q) (Foot) Foot (ps�) Friction(P� to(P�and shown as a ( ) ne ative value. 40 23-0 1'/4 (See 61-2 150 50.292 Notes) 52-0 -0.867 0.003006 8Tr(2-0),5E(3-0),3T(7-0) 26 25-0 5.63 1.2910 113-2 0.340 26 25-0 2.g2 ��/, (See 0-9 150 49.765 Notes) Flow(q)from Route 6 3-0 25 25-0 8.55 1.2910 3 9 0.006505 0.024 E(3-0) 25 25-0 1'/4 (See 15-0 150 49.789 Notes) �3-0 6.503 0.006505 2E(3-0),T(7-0) 14 10-0 8.55 1.2910 2$_0 0.182 14 10-0 1'/4 (See 6-8 150 56.474 Notes) 7-0 18 10-0 8.55 1.2910 13$ 0.006505 O 089 T(7-0) 56.563 Total(Pt) Route 4 10 -2-0 1'/4 (See 43-7 150 57.076 •••••Route 5••••• Notes) 27 0 12 -2-0 20.39 1.2910 70 7 0.032474 2 291 5Tr(2-0),2T(7-0), E(3-0) 12 -2-0 1'/4 (See 12-0 150 59.367 Notes) 9-0 -5.202 24 10-0 20.39 1.2910 21 0 0.032474 0 682 3E(3-0) 49.765 Total(Pt) Route 5 72-10 150 50.276 •••••Route 6••••• 41 23-0 1 (See T(8-0) Notes) 77-0 -0.867 0.002378 9Tr(3-0),6E(3-0),3T(8-0) 26 25-0 2.92 1.0550 149-10 0.356 50.321 Total(Pt) Route 6 ,LH�,O M.E.P.CAD,Inc. j���AutoSPRINKO VR11 v11.0.24.0 1 12/3/2013 11:02:38AM Page 8 Job Name: 625 FOREST ROAD Remote Area Number: 1 Date: 12/3/2013 Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 =Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve An V An le Valve b Bushin BaIV Ball Valve BFP Backflow Preventer BV Butterfl Valve C Cross Flow Turn 90° c I Cou lin Cr Cross Run CV Check Valve DeIV Delu e Valve DPV D Pi e Valve E 90°Elbow EE 45°Elbow Ee1 11'/4°Elbow Ee2 22'/2°Elbow f Flow Device fd Flex Dro FDC Fire De artment Connection fE 90°FireLock TM Elbow fEE 45°FireLock TM Elbow fI Flan e FN Floatin Node fT FireLock TM Tee Gau e GIoV G�obe Va�ve GV Gate Valve Ho Hose Hose Hose HV Hose Valve H d H drant LtE Lon Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pum In P2 Pum Out PIV Post Indicatin Valve PO Pi e Outlet PRV Pressure Reducin Valve PrV Pressure Relief Valve red Reducer/Ada ter S Su I sCV Swin Check Valve S r S rinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Ca ,LH�,O M.E.P.CAD,Inc. j���AutoSPRINKO VR11 v11.0.24.0 1 12/3/2013 11:02:38AM Page 9 Hydraulic Calculations for Project Name: 625 FOREST ROAD Location: 625 FOREST ROAD, VAIL, COLORADO 81657, Drawing Name: 131102_v4.cad Calculation Date: 12/3/2013 Design Remote Area Number: 2 Remote Area Location: SECOND FLOOR Occupancy Classification: Residential Density: 0.100gpm/ft2 Area of Application: 640.33ft2(Actual 640.33ftz) Coverage per Sprinkler: 256.00ftz Type of sprinklers calculated: Pendent No. of sprinklers calculated: 4 Type of System: Volume of Dry or PreAction System: N/A In-rack Demand: N/A gpm at Node: N/A Hose Streams: 100.00 at Node: 1 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 203.31 @ 108.867 Water Supply Information: Name of Contractor: VAIL VALLEY FIRE SPRINKLER CO Address: 57 HEREFORD LANE, EDWARDS, CO 81632 Phone Number: (970)914-5014 Name of designer: PAUL HUBBARD. Authority Having Jurisdiction: VAIL FIRE Notes: �O M.E.P.CAD, Inc. !�����AutoSPRINKO VR11 v11.0.24.0 2 12/3/201311:02:OOAM Page 1 u�� i i���� i� Hydraulic Summary Job Number: 131102-Calculation#2 Re ort Descri tion:Residential Job Job Number Design Engineer 131102 PAUL HUBBARD. Job Name'. Sla�e Certi(cation/License Number 625 FOREST ROAD 108221 Addressl AHJ 625 FOREST ROAD VAIL FIRE Address 2 Job Sile/BUildinq VAIL,COLORADO 81657 Address 3 Drawinq Name 131102 v4.cad System Remote Area(s) Most�emantling Sprinkler Oata Occupancy Job Suff'ix 4.9 K-Factor 25.60 at 27.295 Residential Calculation#2 Hose Allowance At Source Denalty Area of Application 100.00 0.100gpm/ft2 640.33ft2(Actual 640.33ft2) Atld'itional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow�g� 4 256.00ft� iotal Hose SUeams 100.00 Sys�em Flow pemand To�al Watcr Requircd(Inclutling Hose Allowance) 103.31 203.31 Maximum Pressure Unbalance In Loops �.�00 Maximum Velociry Above Grountl 19.02 between nodes 19 and 17 Maxlmum Veloclry Unde�Grountl 11.00 between nodes 1 and 2 Volume capaciry of Wet P�ipes Volume capaci�y of Dry P'ipes 74.17ga1 Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name m si si @ m si @ m si si 1 Water Supply 100.00 � 121.500 � 112.500 1300.00 121.209 203.31 108.867 12.343 Contractor Con�ractor Number Coniect Neme Contact Ti�le 028 CLINT JANSSEN Name of Con�rector'. Phone Extension VAIL VALLEY FIRE SPRINKLER CO (970)914-5014 Adtlressl FAX 57 HEREFORD LANE Address 2 E-mail EDWARDS,CO 81632 blazeinvail@aol.com Adtlress 3 Web-Site ,Liy�,O M.E.P.CAD,Ina �;��AutoSPRINKO VR11 v11.0.24.0 12/3/2013 10:59:39AM Page 1 Hydraulic Graph Job Name: 625 FOREST ROAD N �.ss Remote Area Number: 2 Date: 12/3/2013 150 Water Supply Summary Sheet 135 Node: 1 Available Supply Static Pressure 121.500 120 203.31 @ 121.209 I I I 1300.00 @ 112.500 103.31 a�108.867 i 105 203.31 with Hose Allowance at Source 90 .N Q � 75 � N N d 60 System demand curve 45 30 15 0 0250 500 750 1000 1250 1500 1750 2000 2250 2500 Flow-gpm �M,O M.E.P.CAD, Inc. �,�� AutoSPRWKO VR11 v11.0.24.0 12/3/2013 11:02:02AM Pape 2 ���� Summary Of Outflowing Devices Job Number: 131102-Calculation#2 # Report Description:Residential Actual Flow Minimum Flow K-Factor Pressure Device m m K si � Sprinkler 201 25.60 25.60 4.9 27.295 Sprinkler 202 25.77 25.60 4.9 27.659 I Sprinkler 203 25.88 25.60 4.9 27.906 Sprinkler 204 26.06 25.60 4.9 28.277 � Most Demanding Sprinkler Data ,Liy�, �O M.E.P.CAD,Inc. +,�,�AutoSPRINKO VR11 v11.0.24.0 12/3/2013 11:02:03AM Page 3 Job Name: 625 FOREST ROAD Remote Area Number: 2 Date: 12/3/2013 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) �° (gpm) (psi) @ (gpm) (psi) � Water Supply 121.500 112.500 1300.00 121.209 203.31 108.867 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (ps�) (9pm) 1 10-0 Supply 108.867 103.31 201 9-6 Sprinkler 27.295 25.60 202 9-6 Sprinkler 27.659 25.77 203 9-6 Sprinkler 27.906 25.88 204 9-6 Sprinkler 28.277 26.06 2 -10-9 107.871 3 -10-0 94.376 4 -10-0 76.633 5 -2-0 66.516 6 -2-0 53.921 7 -2-0 57.154 12 -2-0 48.265 13 10-0 28.646 14 10-0 40.105 15 10-0 28.268 16 4-0 47.485 17 10-0 30.273 18 10-0 40.105 19 10-0 35.509 ,LM,O M.E.P.CAD, Inc. �;��AutoSPRINKO VR11 v11.0.2 12/3/2013 11:02:05AM Paqe 4 Job Name: 625 FOREST ROAD Remote Area Number: 2 Date: 12/3/2013 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (PS�) (9Pm) 20 10-0 29.875 21 10-0 35.047 22 10-0 40.101 23 10-0 40.102 24 10-0 41.388 25 25-0 33.601 26 25-0 33.601 40 23-0 34.467 41 23-0 34.467 42 23-0 34.466 ,LM,O M.E.P.CAD, Inc. �,��AutoSPRINKO VR11 v11.0.2 12/3/2013 11:02:05AM Paqe 5 Job Name: 625 FOREST ROAD Remote Area Number: 2 Date: 12/3/2013 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (Foot) g � (q� Fitting pf Friction Elev Pe Len th ( � Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Totai (Foot) (Q) (Foot) Foot (ps�) Friction(P� to(P�and shown as a ( ) ne ative value. 0-6 150 27.295 •••••Route 1 ••••• 201 9-6 4.9 25.60 3/, (See Sprinkler, Notes) 2-0 -0.208 15 10-0 25.60 0.8110 2 6 0.476082 1.180 E(2-0) 15 10-0 1 (See 9-2 150 28.268 Notes) 3-0 20 10-0 25.60 1.0550 12 2 0.132243 � 607 Tr(3-0) 20 10-0 25.88 1 (See 2-9 150 29.875 Notes) Flow(q)from Route 3 8-0 21 10-0 51.48 1.0550 10 9 0.481656 5 172 T(8-0) 21 10-0 1'/4 (See 16-0 150 35.047 Notes) 2-0 19 10-0 17.94 1.2910 18 O 0.025629 0.461 Tr(2-0) � 10-6 150 35.509 19 10-0 51.83 1'/4 See Flow(q)from Route 2 Notes) 4-0 18 10-0 69.77 1.2910 14-6 0.316155 4 597 2Tr(2-0) 18 10-0 0.41 1'/4 (See 8-11 150 40.105 Notes) Flow(q)from Route 6 6-0 2.601 16 4-0 70.17 1.2910 14-11 0.319579 4 779 2E(3-0) 16 4-0 1'/4 (See 6-0 150 47.485 Notes) 6-0 2.601 6 -2-0 70.17 1.2910 12 O 0.319579 3.835 2E(3-0) 6 -2-0 1'/4 (See 3-1 150 53.921 Notes) 7-0 7 -2-0 70.17 1.2910 10-1 0.319579 3.233 T(7-0) 7 -2-0 33.14 1'/z (See 15-5 150 57.154 Notes) Flow(q)from Route 5 17-0 0.288566 Tr(3-0),T(9-0), E(5-0) 5 -2-0 103.31 1.5270 32-5 9.361 5 -2-0 1'/z (See 8-0 150 66.516 Notes) 15-0 3.475 4 -10-0 103.31 1.5270 0.288566 2Tr(3-0),T(9-0), BOR 23-0 6.642 4 -10-0 1'/z (See 2-11 150 76.633 Notes) 17-0 0.288566 CV(11-0),2Tr(3-0), 3 -10-0 103.31 1.5270 19-11 17.743 BFP-12.000 ,LH�,O M.E.P.CAD,Inc. j���AutoSPRINKO VR11 v11.0.24.0 2 12/3/2013 11:02:08AM Page 6 Job Name: 625 FOREST ROAD Remote Area Number: 2 Date: 12/3/2013 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (Foot) g � (q� Fitting pf Friction Elev Pe Len th ( � Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Totai (Foot) (Q) (Foot) Foot (ps�) Friction(P� to(P�and shown as a ( ) ne ative value. 3 -10-0 2 (See 3-9 150 94.376 Notes) 12-0 0.301 0.075863 PRV(-12.000), BV, E(7-0), 2 -10-9 103.31 2.0090 15-9 13.194 Tr 5-0 2 -10-9 2 (See 102-3 150 107.871 Notes) 14-0 -8.979 1 10-0 103.31 1.9590 116-3 0.085770 9 974 2E(3-6),T(5-0),GV, EE(2-0), S 100.00 108.867 Hose Allowance At Source 1 203.31 Total(Pt) Route 1 202 9-6 4.9 25.77 3/4 (See 0-6 150 27.659 •••••Route 2••••• Notes) Sprinkler, 2-0 -0.208 13 10-0 25.77 0.8110 2 6 0.481942 1.195 E(2-0) 13 10-0 1 (See 9-2 150 28.646 Notes) 3-0 17 10-0 25.77 1.0550 12 2 0.133871 1 627 Tr(3-0) 17 10-0 26.06 1 (See 2-9 150 30.273 Notes) Flow(q)from Route 4 8-0 19 10-0 51.83 1.0550 10 9 0.487580 5.236 T(8-0) 35.509 Total(Pt) Route 2 0-6 150 27.906 •••••Route3••••• 203 9-6 4.9 25.88 3/, (See Sprinkler, Notes) 4-0 -0.208 20 10-0 25.88 0.8110 4 6 0.485929 2 177 T(4-0) 29.875 Total(Pt) Route 3 (See 0-6 150 28.277 •••••Route 4••••• 204 9-6 4.9 26.06 3/4 Sprinkler, Notes) 4-0 -0.208 17 10-0 26.06 0.8110 4 6 0.491900 2 2�3 T(4-0) 30.273 Total(Pt) Route 4 21 10-0 1'/4 (See 35-11 150 35.047 •••••Route 5••••• Notes) 26-0 0.081577 6Tr(2-0),2T(7-0) 22 10-0 33.54 1.2910 61-11 5.054 22 10-0 1'/4 (See 11-2 150 40.101 Notes) 5-0 0.079754 Tr(2-0), E(3-0) 24 10-0 33.14 1.2910 16-2 1.286 ,LH�,O M.E.P.CAD,Inc. �d��AutoSPRINKO VR11 v11.0.24.0 2 12/3/2013 11:02:08AM Page 7 Job Name: 625 FOREST ROAD Remote Area Number: 2 Date: 12/3/2013 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (Foot) g � (q� Fitting pf Friction Elev Pe Len th ( � Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Totai (Foot) (Q) (Foot) Foot (ps�) Friction(P� to(P�and shown as a ( ) ne ative value. 24 10-0 1'/4 (See 12-0 150 41.388 Notes) 9-0 5.202 12 -2-0 33.14 1.2910 21 O 0.079754 1.675 3E(3-0) 12 -2-0 1'/4 (See 73-6 150 48.265 Notes) 38-0 0.079754 2T(7-0), 12Tr(2-0) 7 -2-0 33.14 1.2910 111-6 8.889 57.154 Total(Pt) Route 5 22 10-0 1'/4 (See 5-1 150 40.101 •••••Route6••••• Notes) 8-0 23 10-0 0.41 1.2910 13-1 0.000023 0.000 2E(3-0),Tr(2-0) 23 10-0 1'/4 (See 13-0 150 40.102 Notes) 9-0 -5.636 42 23-0 0.41 1.2910 22 O 0.000023 0.001 3E(3-0) 42 23-0 1'/4 (See 12-2 150 34.466 Notes) 9-0 41 23-0 0.41 1.2910 21 2 0.000023 0.000 T(7-0),Tr(2-0) 41 23-0 1'/4 (See 1-4 150 34.467 Notes) Tr(2-0) 4-0 40 23-0 0.27 1.2910 5 4 0.000011 0.000 Tr(2-0) 40 23-0 1'/4 (See 61-2 150 34.467 Notes) 52-0 -0.867 26 25-0 0.27 1.2910 113-2 0.000011 0.001 $Tr(2-0),5E(3-0),3T(7-0) 0-9 150 33.601 26 25-0 0.14 1'/4 Notes) Flow(q)from Route 7 3-0 25 25-0 0.41 1.2910 3 9 0.000023 0.000 E(3-0) 25 25-0 1'/4 (See 15-0 150 33.601 Notes) 13-0 6.503 14 10-0 0.41 1.2910 28 O 0.000023 0.001 2E(3-0),T(7-0) 14 10-0 1'/4 (See 6-8 150 40.105 Notes) 7-0 18 10-0 0.41 1.2910 13$ 0.000023 0.000 T(7-0) 33.601 Total(Pt) Route 6 ,LH�,O M.E.P.CAD,Inc. j���AutoSPRINKO VR11 v11.0.24.0 2 12/3/2013 11:02:08AM Page 8 Job Name: 625 FOREST ROAD Remote Area Number: 2 Date: 12/3/2013 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (Foot) g � (q� Fitting pf Friction Elev Pe Len th ( � Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Totai (Foot) (Q) (Foot) Foot (ps�) Friction(P� to(P�and shown as a ( ) ne ative value. 41 23-0 1 (See 72-10 150 34.467 •••••Route7••••• Notes) T(8-0) 77-0 -0.867 0.000009 9Tr(3-0),6E(3-0),3T(8-0) 26 25-0 0.14 1.0550 149-10 0.001 34.467 Total(Pt) Route 7 ,LH�,O M.E.P.CAD,Inc. j���AutoSPRINKO VR11 v11.0.24.0 2 12/3/2013 11:02:08AM Page 9 Job Name: 625 FOREST ROAD Remote Area Number: 2 Date: 12/3/2013 Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 =Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve An V An le Valve b Bushin BaIV Ball Valve BFP Backflow Preventer BV Butterfl Valve C Cross Flow Turn 90° c I Cou lin Cr Cross Run CV Check Valve DeIV Delu e Valve DPV D Pi e Valve E 90°Elbow EE 45°Elbow Ee1 11'/4°Elbow Ee2 22'/2°Elbow f Flow Device fd Flex Dro FDC Fire De artment Connection fE 90°FireLock TM Elbow fEE 45°FireLock TM Elbow fI Flan e FN Floatin Node fT FireLock TM Tee Gau e GIoV G�obe Va�ve GV Gate Valve Ho Hose Hose Hose HV Hose Valve H d H drant LtE Lon Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pum In P2 Pum Out PIV Post Indicatin Valve PO Pi e Outlet PRV Pressure Reducin Valve PrV Pressure Relief Valve red Reducer/Ada ter S Su I sCV Swin Check Valve S r S rinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Ca ,LH�,O M.E.P.CAD,Inc. j���AutoSPRINKO VR11 v11.0.24.0 2 12/3/2013 11:02:08AM Page 10 Hydraulic Calculations for Project Name: 625 FOREST ROAD Location: 625 FOREST ROAD, VAIL, COLORADO 81657, Drawing Name: 131102_v4.cad Calculation Date: 12/3/2013 Design Remote Area Number: 3 RemoteArea Location: THIRD FLOOR Occupancy Classification: Residential Density: 0.100gpm/ft2 Area of Application: 274.12ft2(Actual 274.12ftz) Coverage per Sprinkler: 256.00ftz Type of sprinklers calculated: Pendent No. of sprinklers calculated: 3 Type of System: Volume of Dry or PreAction System: N/A In-rack Demand: N/A gpm at Node: N/A Hose Streams: 100.00 at Node: 1 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 177.56 @ 108.604 Water Supply Information: Name of Contractor: VAIL VALLEY FIRE SPRINKLER CO Address: 57 HEREFORD LANE, EDWARDS, CO 81632 Phone Number: (970)914-5014 Name of designer: PAUL HUBBARD. Authority Having Jurisdiction: VAIL FIRE Notes: �O M.E.P.CAD, Inc. !�����AutoSPRINKO VR11 v11.0.24.0 3 12/3/201311:01:24AM Page 1 u�� ii � �� ' Hydraulic Summary Job Number: 131102-Calculation#3 + Report Description: Residential Job Job Number Design Engineer 131102 PAUL HUBBARD. Job Name'. Slate Certification/License Number 625 FOREST ROAD 108221 Addres5l AHJ 625 FOREST ROAD VAIL FIRE Address 2 Job Site/euilding VAIL,COLORADO 81657 Address 3 Drawing Name 131102 v4.cad System Remote Area(s) Most Demanding SprinMer Dala Occupancy Job Sufflx 4.9 K-Factor 25.60 at 27.295 Residential Calculation#3 Hose Allowance A�Source �ensity Area of Appllcalion 100.00 0.100gpm/ftz 274.12ftz(Actual 274.12ft2) Addltional Hose Supplies Number Of Sprinklers CalCUlated Coverage Per Sprinkler Node Flow m 3 256.00ft2 �rocai Hose so-eams 100.00 sysrem Fiow oema�a ro�ai wacer aea��rea p��wa��q Hose niiowao�e� 77.56 177.56 Maximum Pressure Unbalance In Loops �.��� Maximum Velocily Above Ground 17.66 between nodes 41 and 32 Maximum Vebcily Under Ground 8.26 between nodes 1 and 2 Volume capaci�y of W e�Pipes Volume capacity of Dry Pipes 74.17ga1 Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name m si) si °� m) ( si °� m si ( si 1 � Water Su I 100.00 � 121.500 112.500 1300.00 121.274 177.56 108.604 12.670 Contractor ConUactor Number � Contact Name Conlact Tille 028 � CLINT JANSSEN Name of ConUacmr: Phone Exlension VAIL VALLEY FIRE SPRINKLER CO (970)914-5014 Addressl FAx 57 HEREFORD LANE Address 2 E-mall EDWARDS,CO 81632 blazeinvail@aol.com Address 3 Web-Site [�,,O M.E.P.CAD, Ina �j��AutoSPRWKO VR11 v11.0.24.0 12/3/2013 10:59:55AM Page 1 Hydraulic Graph Job Name: 625 FOREST ROAD N �.ss Remote Area Number: 3 Date: 12/3/2013 150 Water Supply Summary Sheet 135 Node: 1 Available Supply Static Pressure 121.500 120 177.56 @ 121.274 I I 1300.00 @ 112.500 77.56 @ 108.604 i i 105 177.56 with Hose Allowance at Source 90 .N Q � 75 � N N d 60 System demand curve 45 30 15 0 0250 500 750 1000 1250 1500 1750 2000 2250 2500 Flow-gpm �M,O M.E.P.CAD, Inc. �,�� AutoSPRWKO VR11 v11.0.24.0 12/3/2013 11:01:26AM Pape 2 G[ll�� Summary Of Outflowing Devices Job Number: 131102-Calculation#3 !# Report Description:Residential Actual Flow Minimum Flow K-Factor Pressure Device m m K si � Sprinkler 301 25.60 25.60 4.9 27.295 Sprinkler 302 25.70 25.60 4.9 27.510 I Sprinkler 303 26.26 25.60 4.9 28.713 � � Most Demanding Sprinkler Data ,Liy�, �O M.E.P.CAD,Inc. +,�,�AutoSPRINKO VR11 v11.0.24.0 12/3/2013 11:01:28AM Page 3 Job Name: 625 FOREST ROAD Remote Area Number: 3 Date: 12/3/2013 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) �° (gpm) (psi) @ (gpm) (psi) � Water Supply 121.500 112.500 1300.00 121.274 177.56 108.604 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (ps�) (9pm) 1 10-0 Supply 108.604 77.56 301 22-6 Sprinkler 27.295 25.60 302 24-0 Sprinkler 27.510 25.70 303 24-0 Sprinkler 28.713 26.26 2 -10-9 111.715 3 -10-0 98.711 4 -10-0 83.332 5 -2-0 75.949 6 -2-0 68.616 7 -2-0 70.441 12 -2-0 64.753 14 10-0 56.962 16 4-0 63.849 18 10-0 58.549 22 10-0 57.554 23 10-0 56.571 24 10-0 58.479 25 25-0 47.214 26 25-0 46.779 ,LM,O M.E.P.CAD, Inc. �;��AutoSPRINKO VR11 v11.0.2 12/3/2013 11:01:30AM Paqe 4 Job Name: 625 FOREST ROAD Remote Area Number: 3 Date: 12/3/2013 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (PS�) (9Pm) 27 25-0 28.514 28 25-0 30.271 30 25-0 28.353 31 25-0 30.232 32 25-0 30.773 40 23-0 46.452 41 23-0 46.417 42 23-0 48.784 ,LM,O M.E.P.CAD, Inc. �,��AutoSPRINKO VR11 v11.0.2 12/3/2013 11:01:30AM Paqe 5 Job Name: 625 FOREST ROAD Remote Area Number: 3 Date: 12/3/2013 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (Foot) g � (q� Fitting pf Friction Elev Pe Len th ( � Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Totai (Foot) (Q) (Foot) Foot (ps�) Friction(P� to(P�and shown as a ( ) ne ative value. 2-6 150 27.295 •••••Route 1 ••••• 301 22-6 4.9 25.60 3/, (See Sprinkler, Notes) 2-0 -1.075 30 25-0 25.60 0.8110 4 6 0.476082 2 �32 E(2-0) 30 25-0 1 (See 6-3 150 28.353 Notes) 8-0 31 25-0 25.60 1.0550 14-3 0.132243 � 879 T(8-0) 31 25-0 1 (See 2-3 150 30.232 Notes) 8-0 28 25-0 3.75 1.0550 10-3 0.003787 0.039 T(8-0) 28 25-0 25.70 1 (See 53-4 150 30.271 Notes) Flow(q)from Route 2 43-0 0.171385 4E(3-0),5Tr(3-0),2T(8-0) 26 25-0 29.45 1.0550 g6-4 16.509 � 0-9 150 46.779 26 25-0 11.10 1'/4 See Flow(q)from Route 5 Notes) 3-0 25 25-0 40.56 1.2910 3 9 0.115889 0.435 E(3-0) 25 25-0 1'/4 (See 15-0 150 47.214 Notes) 13-0 6.503 0.115889 2E(3-0),T(7-0) 14 10-0 40.56 1.2910 2$_0 3.245 14 10-0 1'/4 (See 6-8 150 56.962 Notes) 7-0 18 10-0 40.56 1.2910 13$ 0.115889 1 587 T(7-0) 18 10-0 10.97 1'/4 (See 8-11 150 58.549 Notes) Flow(q)from Route 3 6-0 2.601 16 4-0 51.52 1.2910 14-11 0.180461 2 699 2E(3-0) 16 4-0 1'/4 (See 6-0 150 63.849 Notes) 6-0 2.601 6 -2-0 51.52 1.2910 12 O 0.180461 2.166 2E(3-0) 6 -2-0 1'/4 (See 3-1 150 68.616 Notes) 7-0 7 -2-0 51.52 1.2910 10-1 0.180461 � 826 T(7-0) 7 -2-0 26.03 1'/z (See 15-5 150 70.441 Notes) Flow(q)from Route 4 17-0 0.169774 Tr(3-0),T(9-0), E(5-0) 5 -2-0 77.56 1.5270 32-5 5.508 ,LH�,O M.E.P.CAD,Inc. j���AutoSPRINKO VR11 v11.0.24.0 3 12/3/2013 11:01:32AM Page 6 Job Name: 625 FOREST ROAD Remote Area Number: 3 Date: 12/3/2013 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (Foot) g � (q� Fitting pf Friction Elev Pe Len th ( � Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Totai (Foot) (Q) (Foot) Foot (ps�) Friction(P� to(P�and shown as a ( ) ne ative value. 5 -2-0 1'/z (See 8-0 150 75.949 Notes) 15-0 3.475 4 -10-0 77.56 1.5270 0.169774 2Tr(3-0),T(9-0), BOR 23-0 3.908 4 -10-0 1'/z (See 2-11 150 83.332 Notes) 17-0 0.169774 CV(11-0),2Tr(3-0), 3 -10-0 77.56 1.5270 19-11 15.379 BFP-12.000 3 -10-0 2 (See 3-9 150 98.711 Notes) 12-0 0.301 2 -10-9 77.56 2.0090 15 9 0.044633 12.703 PRV(-12.000), BV, E(7-0), Tr 5-0 2 -10-9 2 (See 102-3 150 111.715 Notes) 14-0 -8.979 0.050461 2E(3-6),T(5-0),GV, EE(2-0), 1 10-0 77.56 1.9590 116-3 5.868 S 100.00 108.604 Hose Allowance At Source 1 177.56 Total(Pt) Route 1 (See 1-0 150 27.510 •••••Route2••••• 302 24-0 4.9 25.70 3/4 Sprinkler, Notes) 2 0 -0.424 27 25-0 25.70 0.8110 3 O 0.479543 1 429 E(2-0) 27 25-0 1 (See 5-2 150 28.514 Notes) 8-0 28 25-0 25.70 1.0550 13 2 0.133205 1 757 T(8-0) 30.271 Total(Pt) Route 2 1-0 150 28.713 •••••Route3••••• 303 24-0 4.9 26.26 3/4 (See Sprinkler, Notes) 4-0 -0.424 32 25-0 26.26 0.8110 5 O 0.498911 2 484 T(4-0) 32 25-0 21.85 1 (See 14-9 150 30.773 Notes) Flow(q)from Route 7 20-0 0.867 41 23-0 48.11 1.0550 34 9 0.424807 14.777 2Tr(3-0),2E(3-0),T(8-0) 41 23-0 1'/< (See 12-2 150 46.417 Notes) 12-0 0.097807 Tr(2-0),T(7-0), E(3-0) 42 23-0 37.00 1.2910 24-2 2.367 42 23-0 1'/4 (See 13-0 150 48.784 Notes) 9-0 5.636 23 10-0 37.00 1.2910 22 O 0.097807 2 �52 3E(3-0) ,LH�,O M.E.P.CAD,Inc. la��AutoSPRINKO VR11 v11.0.24.0 3 12/3/2013 11:01:32AM Page 7 Job Name: 625 FOREST ROAD Remote Area Number: 3 Date: 12/3/2013 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (Foot) g � (q� Fitting pf Friction Elev Pe Len th ( � Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Totai (Foot) (Q) (Foot) Foot (ps�) Friction(P� to(P�and shown as a ( ) ne ative value. 23 10-0 1'/4 (See 5-1 150 56.571 Notes) 5-0 0.097807 Tr(2-0), E(3-0) 22 10-0 37.00 1.2910 10-1 0.983 22 10-0 1'/4 (See 62-6 150 57.554 Notes) T(7-0) 34-0 0.010316 10Tr(2-0),T(7-0) 18 10-0 10.97 1.2910 g6-6 0.995 58.549 Total(Pt) Route 3 (See 11-2 150 57.554 •••••Route4••••• 22 10-0 1'/4 Tr(2-0) Notes) 7-0 24 10-0 26.03 1.2910 18 2 0.051034 O 925 Tr(2-0), E(3-0) 24 10-0 1'/4 (See 12-0 150 58.479 Notes) 9-0 5.202 12 -2-0 26.03 1.2910 21 O 0.051034 1072 3E(3-0) 12 -2-0 1'/4 (See 73-6 150 64.753 Notes) 38-0 7 -2-0 26.03 1.2910 111-6 0.051034 5 688 2T(7-0), 12Tr(2-0) 46.779 Total(Pt) Route 4 � 61-2 150 46.452 •••••RouteS••••• 40 23-0 11.10 1'/a See Flow(q)from Route 6 Notes) 52-0 -0.867 0.010551 8Tr(2-0),5E(3-0),3T(7-0) 26 25-0 11.10 1.2910 113-2 1.194 46.111 Total(Pt) Route 5 41 23-0 1'/4 (See 1-4 150 46.417 •••••Route6••••• Notes) 2-0 40 23-0 11.10 1.2910 3 4 0.010551 0.035 Tr(2-0) 46.452 Total(Pt) Route 6 31 25-0 1 (See 2-6 150 30.232 •••••Route7••••• Notes) 3-0 32 25-0 21.85 1.0550 5 6 0.098647 0.541 Tr(3-0) 30.773 Total(Pt) Route 7 ,LH�,O M.E.P.CAD,Inc. j���AutoSPRINKO VR11 v11.0.24.0 3 12/3/2013 11:01:32AM Page 8 Job Name: 625 FOREST ROAD Remote Area Number: 3 Date: 12/3/2013 Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 =Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve An V An le Valve b Bushin BaIV Ball Valve BFP Backflow Preventer BV Butterfl Valve C Cross Flow Turn 90° c I Cou lin Cr Cross Run CV Check Valve DeIV Delu e Valve DPV D Pi e Valve E 90°Elbow EE 45°Elbow Ee1 11'/4°Elbow Ee2 22'/2°Elbow f Flow Device fd Flex Dro FDC Fire De artment Connection fE 90°FireLock TM Elbow fEE 45°FireLock TM Elbow fI Flan e FN Floatin Node fT FireLock TM Tee Gau e GIoV G�obe Va�ve GV Gate Valve Ho Hose Hose Hose HV Hose Valve H d H drant LtE Lon Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pum In P2 Pum Out PIV Post Indicatin Valve PO Pi e Outlet PRV Pressure Reducin Valve PrV Pressure Relief Valve red Reducer/Ada ter S Su I sCV Swin Check Valve S r S rinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Ca ,LH�,O M.E.P.CAD,Inc. j���AutoSPRINKO VR11 v11.0.24.0 3 12/3/2013 11:01:32AM Page 9 Hydraulic Calculations for Project Name: 625 FOREST ROAD Location: 625 FOREST ROAD, VAIL, COLORADO 81657, Drawing Name: 131102_v4.cad Calculation Date: 12/3/2013 Design Remote Area Number: 4 RemoteArea Location: THIRD FLOOR Occupancy Classification: Residential Density: 0.100gpm/ft2 Area of Application: 316.42ft2(Actual 316.42ftz) Coverage per Sprinkler: 196.00ftz Type of sprinklers calculated: Pendent No. of sprinklers calculated: 4 Type of System: Volume of Dry or PreAction System: N/A In-rack Demand: N/A gpm at Node: N/A Hose Streams: 100.00 at Node: 1 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 182.78 @ 100.497 Water Supply Information: Name of Contractor: VAIL VALLEY FIRE SPRINKLER CO Address: 57 HEREFORD LANE, EDWARDS, CO 81632 Phone Number: (970)914-5014 Name of designer: PAUL HUBBARD. Authority Having Jurisdiction: VAIL FIRE Notes: �O M.E.P.CAD, Inc. !�����AutoSPRINKO VR11 v11.0.24.0 4 12/3/201311:00:48AM Page 1 u�� i i���� i� Hydraulic Summary Job Number: 131102-Calculation#4 Re ort Descri tion:Residential Job Job Number Design Engineer 131102 PAUL HUBBARD. Job Name'. Sla�e Certi(cation/License Number 625 FOREST ROAD 108221 Addressl AHJ 625 FOREST ROAD VAIL FIRE Address 2 Job Sile/BUildinq VAIL,COLORADO 81657 Address 3 Drawinq Name 131102 v4.cad System Remote Area(s) Most�emantling Sprinkler Oata Occupancy Job Suff'ix 4.9 K-Factor 19.60 at 16.000 Residential Calculation#4 Hose Allowance At Source Denalty Area of Application 100.00 0.100gpm/ft2 316.42ft2(Actual 316.42ft2) Atld'itional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow�g� 4 196.00ft� iotal Hose SUeams 100.00 sys�em Fiow oemznd ro�zi wz<c,aeqd�,ca O��i�ame Hose auowanoe� 82.78 182.78 Maximum Pressure Unbalance In Loops �.�00 Maximum Velociry Above Grountl 20.29 between nodes 36 and 35 Maxlmum Veloclry Unde�Grountl 8.81 between nodes 1 and 2 Volume capaciry of Wet P�ipes Volume capaci�y of Dry P'ipes 74.17ga1 Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name m si si @ m si @ m si si 1 Water Supply 100.00 � 121.500 � 112.500 1300.00 121.261 182.78 100.497 20.764 Contractor Con�ractor Number Coniect Neme Contact Ti�le 028 CLINT JANSSEN Name of Con�rector'. Phone Extension VAIL VALLEY FIRE SPRINKLER CO (970)914-5014 Adtlressl FAX 57 HEREFORD LANE Address 2 E-mail EDWARDS,CO 81632 blazeinvail@aol.com Adtlress 3 Web-Site ,Liy�,O M.E.P.CAD,Ina �;��AutoSPRINKO VR11 v11.0.24.0 12/3/2013 11:00:28AM Page 1 Hydraulic Graph Job Name: 625 FOREST ROAD N �.ss Remote Area Number:4 Date: 12/3/2013 150 Water Supply Summary Sheet 135 Node: 1 Available Supply Static Pressure 121.500 120 182.78 @ 121.261 1300.00 @ 112.500 105 82�$@ 100.497 i i 182.78 with Hose Allowance at Source 90 .N Q � 75 � N N d 60 System demand curve 45 30 15 0 0250 500 750 1000 1250 1500 1750 2000 2250 2500 Flow-gpm �M,O M.E.P.CAD, Inc. �,�� AutoSPRWKO VR11 v11.0.24.0 12/3/2013 11:00:50AM Pape 2 ���� Summary Of Outflowing Devices Job Number: 131102-Calculation#4 # Report Description:Residential Actual Flow Minimum Flow K-Factor Pressure Device m m K si � Sprinkler 401 19.60 19.60 4.9 16.000 Sprinkler 402 19.74 19.60 4.9 16.224 I Sprinkler 403 21.33 19.60 4.9 18.951 Sprinkler 404 22.11 19.60 4.9 20.364 � Most Demanding Sprinkler Data ,Liy�, �O M.E.P.CAD,Inc. +,�,�AutoSPRINKO VR11 v11.0.24.0 12/3/2013 11:00:51AM Page 3 Job Name: 625 FOREST ROAD Remote Area Number: 4 Date: 12/3/2013 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) �° (gpm) (psi) @ (gpm) (psi) � Water Supply 121.500 112.500 1300.00 121.261 182.78 100.497 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (ps�) (9pm) 1 10-0 Supply 100.497 82.78 401 22-6 Sprinkler 16.000 19.60 402 22-6 Sprinkler 16.224 19.74 403 24-4 Sprinkler 18.951 21.33 404 24-6 Sprinkler 20.364 22.11 2 -10-9 102.856 3 -10-0 89.762 4 -10-0 73.950 5 -2-0 66.067 6 -2-0 57.750 7 -2-0 59.853 12 -2-0 53.704 14 10-0 44.833 16 4-0 52.653 18 10-0 46.943 22 10-0 46.343 23 10-0 45.434 24 10-0 47.343 25 25-0 34.019 ,LM,O M.E.P.CAD, Inc. �;��AutoSPRINKO VR11 v11.0.2 12/3/2013 11:00:54AM Paqe 4 Job Name: 625 FOREST ROAD Remote Area Number: 4 Date: 12/3/2013 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (PS�) (9Pm) 26 25-0 33.441 29 25-0 19.569 33 25-0 20.722 34 25-0 16.467 35 25-0 22.893 36 25-0 28.686 37 25-0 17.339 38 25-0 21.783 39 25-0 16.226 40 23-0 35.398 41 23-0 35.615 42 23-0 37.806 ,LM,O M.E.P.CAD, Inc. �,��AutoSPRINKO VR11 v11.0.2 12/3/2013 11:00:54AM Paqe 5 Job Name: 625 FOREST ROAD Remote Area Number:4 Date: 12/3/2013 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (Foot) g � (q� Fitting pf Friction Elev Pe Len th ( � Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Totai (Foot) (Q) (Foot) Foot (ps�) Friction(P� to(P�and shown as a ( ) ne ative value. 2-6 150 16.000 •••••Route1 ••••• 401 22-6 4.9 19.60 3/, (See Sprinkler, Notes) 2-0 -1.075 39 25-0 19.60 0.8110 4 6 0.290477 1.301 E(2-0) 39 25-0 1 (See 7-9 150 16.226 Notes) 6-0 0.080687 E(3-0),Tr(3-0) 37 25-0 19.60 1.0550 13-9 1.113 37 25-0 19.74 1 (See 5-7 150 17.339 Notes) Flow(q)from Route 2 6-0 0.292755 E(3-0),Tr(3-0) 33 25-0 39.34 1.0550 11-7 3.383 33 25-0 21.33 1'/4 (See 6-11 150 20.722 Notes) Flow(q)from Route 3 2-0 35 25-0 60.67 1.2910 $ 11 0.244133 2 171 Tr(2-0) � 6-4 150 22.893 35 25-0 22.11 1'/4 See Flow(q)from Route 4 Notes) 7-0 36 25-0 82.78 1.2910 13-4 0.433827 5.793 T(7-0) 36 25-0 1'/4 (See 13-10 150 28.686 Notes) 11-0 0.191329 2Tr(2-0),T(7-0) 26 25-0 53.18 1.2910 24-10 4.755 26 25-0 1'/4 (See 0-9 150 33.441 Notes) 3-0 25 25-0 47.29 1.2910 3 9 0.153986 0 578 E(3-0) 25 25-0 1'/4 (See 15-0 150 34.019 Notes) 13-0 6.503 0.153986 2E(3-0),T(7-0) 14 10-0 47.29 1.2910 2$_0 4.312 14 10-0 1'/4 (See 6-8 150 44.833 Notes) 7-0 18 10-0 47.29 1.2910 13$ 0.153986 2 109 T(7-0) 18 10-0 8.34 1'/4 (See 8-11 150 46.943 Notes) Flow(q)from Route 5 6-0 2.601 16 4-0 55.63 1.2910 14-11 0.207943 3.109 2E(3-0) 16 4-0 1'/4 (See 6-0 150 52.653 Notes) 6-0 2.601 6 -2-0 55.63 1.2910 12 0 0.207943 2 495 2E(3-0) ,LH�,O M.E.P.CAD,Inc. j���AutoSPRINKO VR11 v11.0.24.0 4 12/3/2013 11:00:56AM Page 6 Job Name: 625 FOREST ROAD Remote Area Number:4 Date: 12/3/2013 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (Foot) g � (q� Fitting pf Friction Elev Pe Len th ( � Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Totai (Foot) (Q) (Foot) Foot (ps�) Friction(P� to(P�and shown as a ( ) ne ative value. 6 -2-0 1'/4 (See 3-1 150 57.750 Notes) 7-0 7 -2-0 55.63 1.2910 10-1 0.207943 2.104 T(7-0) 7 -2-0 27.15 1'/z (See 15-5 150 59.853 Notes) Flow(q)from Route 6 17-0 0.191527 Tr(3-0),T(9-0), E(5-0) 5 -2-0 82.78 1.5270 32-5 6.213 5 -2-0 1'/z (See 8-0 150 66.067 Notes) �5-0 3.475 4 -10-0 82.78 1.5270 0.191527 2Tr(3-0),T(9-0), BOR 23-0 4.408 4 -10-0 1'/z (See 2-11 150 73.950 Notes) 17-0 0.191527 CV(11-0),2Tr(3-0), 3 -10-0 82.78 1.5270 19-11 15.812 BFP-12.000 3 -10-0 2 (See 3-9 150 89.762 Notes) 12-0 0.301 2 -10-9 82.78 2.0090 15 9 0.050352 12 793 PRV(-12.000), BV, E(7-0), Tr 5-0 2 -10-9 2 (See 102-3 150 102.856 Notes) 14-0 -8.979 0.056927 2E(3-6),T(5-0),GV, EE(2-0), 1 10-0 82.78 1.9590 116-3 6.620 S 100.00 100.497 Hose Allowance At Source 1 182.78 Total(Pt) Route 1 (See 2-6 150 16.224 •••••Route 2••••• 402 22-6 4.9 19.74 '/4 Sprinkler, Notes) 2 0 -1.075 34 25-0 19.74 0.8110 4 6 0.294234 1.318 E(2-0) 34 25-0 1 (See 2-$ 150 16.467 Notes) 8-0 37 25-0 19.74 1.0550 10$ 0.081731 O 872 T(8-0) 17.339 Total(Pt) Route 2 0-8 150 18.951 •••••Route3••••• 403 24-4 4.9 21.33 3/, (See Sprinkler, Notes) 2-0 -0.280 29 25-0 21.33 0.8110 2$ 0.339706 0 899 E(2-0) 29 25-0 1 (See 4-3 150 19.569 Notes) 8-0 33 25-0 21.33 1.0550 12 3 0.094362 1.152 T(8-0) ,LH�,O M.E.P.CAD,Inc. la��AutoSPRINKO VR11 v11.0.24.0 4 12/3/2013 11:00:56AM Page 7 Job Name: 625 FOREST ROAD Remote Area Number:4 Date: 12/3/2013 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (Foot) g � (q� Fitting pf Friction Elev Pe Len th ( � Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Totai (Foot) (Q) (Foot) Foot (ps�) Friction(P� to(P�and shown as a ( ) ne ative value. 20.722 Total(Pt) Route 3 (See 0-6 150 20.364 •••••Route 4••••• 404 24-6 4.9 22.11 '/4 Sprinkler, Notes) 4-0 -0.208 38 25-0 22.11 0.8110 4 6 0.363080 1.626 T(4-0) 38 25-0 1 (See 3-0 150 21.783 Notes) 8-0 35 25-0 22.11 1.0550 11-0 0.100854 1.110 T(8-0) 35.615 Total(Pt) Route 4 41 23-0 29.60 1'/4 (See 12-2 150 35.615 •••••Route 5••••• Notes) Flow(q)from Route 7 12-0 0.090541 Tr(2-0),T(7-0), E(3-0) 42 23-0 35.49 1.2910 24-2 2.191 42 23-0 1'/4 (See 13-0 150 37.806 Notes) 9-0 5.636 23 10-0 35.49 1.2910 22 O 0.090541 1 992 3E(3-0) 23 10-0 1'/4 (See 5-1 150 45.434 Notes) 5-0 0.090541 Tr(2-0), E(3-0) 22 10-0 35.49 1.2910 10-1 0.910 62-6 150 46.343 22 10-0 1'/a (See T(7-0) Notes) 34-0 18 10-0 8.34 1.2910 96 6 0.006210 O 599 10Tr(2-0),T(7-0) 46.943 Total(Pt) Route 5 11-2 150 46.343 •••••Route6••••• 22 10-0 1'/4 (See Tr(2-0) Notes) 7-0 0.055169 Tr(2-0), E(3-0) 24 10-0 27.15 1.2910 �8_2 1.000 24 10-0 1'/4 (See 12-0 150 47.343 Notes) 9-0 5.202 12 -2-0 27.15 1.2910 21 O 0.055169 1.159 3E(3-0) 12 -2-0 1'/4 (See 73-6 150 53.704 Notes) 38-0 0.055169 2T(7-0), 12Tr(2-0) 7 -2-0 27.15 1.2910 111-6 6.149 35.398 Total(Pt) Route 6 ,LH�,O M.E.P.CAD,Inc. j���AutoSPRINKO VR11 v11.0.24.0 4 12/3/2013 11:00:56AM Page 8 Job Name: 625 FOREST ROAD Remote Area Number:4 Date: 12/3/2013 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (Foot) g � (q� Fitting pf Friction Elev Pe Len th ( � Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Totai (Foot) (Q) (Foot) Foot (ps�) Friction(P� to(P�and shown as a ( ) ne ative value. � 1-4 150 35.398 •••••Route7••••• 40 23-0 29.60 1'/4 See Flow(q)from Route 9 Notes) 2-0 41 23-0 29.60 1.2910 3 4 0.064723 O 2�7 Tr(2-0) 35.615 Total(Pt) Route 7 26 25-0 1 (See 72-10 150 33.441 •••••RouteB••••• Notes) T(8-0) 77-0 0.867 41 23-0 5.89 1.0550 0.008724 3T(8-0),9Tr(3-0),6E(3-0) 149-10 1.307 32.917 Total(Pt) Route 8 47-4 150 28.686 •••••Route 9••••• 36 25-0 1'/4 (See T(7-0) Notes) 43-0 0.867 40 23-0 29.60 1.2910 90_4 0.064723 5.845 �Tr(2-0),5E(3-0),T(7-0) 29.929 Total(Pt) Route 9 ,LH�,O M.E.P.CAD,Inc. j���AutoSPRINKO VR11 v11.0.24.0 4 12/3/2013 11:00:56AM Page 9 Job Name: 625 FOREST ROAD Remote Area Number:4 Date: 12/3/2013 Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 =Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve An V An le Valve b Bushin BaIV Ball Valve BFP Backflow Preventer BV Butterfl Valve C Cross Flow Turn 90° c I Cou lin Cr Cross Run CV Check Valve DeIV Delu e Valve DPV D Pi e Valve E 90°Elbow EE 45°Elbow Ee1 11'/4°Elbow Ee2 22'/2°Elbow f Flow Device fd Flex Dro FDC Fire De artment Connection fE 90°FireLock TM Elbow fEE 45°FireLock TM Elbow fI Flan e FN Floatin Node fT FireLock TM Tee Gau e GIoV G�obe Va�ve GV Gate Valve Ho Hose Hose Hose HV Hose Valve H d H drant LtE Lon Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pum In P2 Pum Out PIV Post Indicatin Valve PO Pi e Outlet PRV Pressure Reducin Valve PrV Pressure Relief Valve red Reducer/Ada ter S Su I sCV Swin Check Valve S r S rinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Ca ,LH�,O M.E.P.CAD,Inc. j���AutoSPRINKO VR11 v11.0.24.0 4 12/3/2013 11:00:56AM Page 10