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HomeMy WebLinkAboutF18-0051_REV1 approved documents_1540496972.pdf 75 South Frontage Road Fire-Construction Permit West, TOWN OF VAIL F18-0051 /Revision 001 Vail,CO 81657 Issued: 10/25/2018 TOWN of VAIL0.ZOffice:970.479.2139 Inspections: inspections@vailgov.com Property Information Address: 100 E MEADOW DR 24(210 10 82560 24) Unit#:24 ParcelNumber: 21010 82560 24 LegalDescription: Subdivision:VAILVILLAGE PLAZACONDOS Unit:24 BK-0684 PG-0190 WD 12-15-95 Contacts ContactType:Applicant Full Name:Don Anderson Address: PO Box 3940 331 MetcalfRd Avon,CO 81620 Phone: 9707488888 ContactType:PropertyOwner Full Name:Common Area Address: Phone: None ContactType:PropertyOwner Full Name:NICO VAIL INC SLIFERMGMT Address: PO BOX 2264 24 EDWARDS,CO 816322264 Phone: None Contractor Contractor Type:Fire Protection Company: Meridian IntermountainNail Electronics State License#: Phone: 970-748-8888 Projecilnformation ProjectName:Nico Vail Restaurant 2018 R EV1-Change order La Nonna Restaurant-modify existing fire sprinklersystem to accommodate new wall ProjectDescription: and ceilings in LowerLevel.Add Fire sprinklerper the plans dated 2/26/18 by currentArchitects in the Main Level.Add isolation valve forthe area Fees Paid Account#:001-0000.31111.00 Fire SuppressionPermit Fee Fee Amount: $765.00 Account#:001-0000.31123.00 Fire SuppressionReviewFee Fee Amount: $509.00 TotalPaid: $1,274.00 Conditions Issued By:Town of V ailFire and EmergencyServices Department NOTICE: By issuance of this Permitthe applicant agrees to complyto all Titles of the Townof Vail Code and all applicable State and Federal law.Failure to do so will void this Permit and the applicant shall forfeitall applicable fees. Hydraulic Overview JobNumber:1 Report Description: 'Job Job Number Design Engineer 1 Job Name: Phone FAX Lallonna Address 1 State Certification/License Number 100 E Meadow Drive Address 2 AHJ Vail,CO 81657 Address 3 Job Site/Building Density Area of Application 0.20 gpm/ft2 1500 ft2(Actual 70 8ft2) Most Demanding Sprinkler Data Hose Streams 5.6 K-Factor 26.00at 21.556 100.00 Coverage Per Sprinkler Number Of Sprinklers Calculated 130 ft2 11 System Pressure Demand System Flow Demand 95.026 305.80 Total Demand Pressure Result 405.80@ 95.026 +28.132(22.8%) Supplies Check Point Gauges Node Name Flow(oom) Hose Flow(gpm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(oom) 1 Water Supply 1180.60 100.00 135.000 49.600 AS 2 9-21-20 18.cad Water Supply at Node 1 (1180.60,100.00,135.000,49.600) 150 II I I 135 EStatic Pressure 135.000 1\ 120 105 305.80 @ 95.026 I n I • 90 405.80 with hose streams N rar. n • 75 m a � 60 System demand curve- 1180.60 @ 49.600 45 30 15 0 111111 IIIII111111111111111111111111111 11111111 111111111 I I I I I I 1 1 1 111111111 005010001250 1500 1750 2000 2250 2500 Water flow,gpm ©M.E.P.CAD,Inc. AutoSPRINK2018v14.2.12.0 10/5/20 18 10:57:40 AM Page 1 Hydraulic Summary ` Job Number:1 Report Description: Job Job Number Design Engineer 1 Job Name: State Certification/License Number Lallonna Address 1 AHJ 100 E Meadow Drive Address 2 Job Site/Building Vail,CO 81657 Address 3 Drawing Name AS 2 9-21-2018.cad System RemoteArea(s) Most Demanding Sprinkler Data Occupancy Job Suffix 5.6 K-Factor 26.00 at 21.556 Ordinary Group II Hose Allowance At Source Density Area of Application 100.00 0.20 gpm/ft2 1500 ft2(Actual 70 8ft2) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(gpm) 11 130f AutoPeak Results:Pressure For Remote Area(s)Adjacent Ta Most Remote Area Left:95.026 Right:95.026 Total Hose Streams 100.00 System Flow Demand Total Water Required(Including Hose Allowance) 30 5.80 405.80 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 29.24 between nodes 12 and 170 Maximum Velocity Under Ground 3.17 between nodes 6 and 2 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 251.43gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) (psi) o@ (gpm) (Psi) (psi) 1 Water Supply 100.00 135.000 49.600 1180.60 123.158 405.80 95.026 28.132 Contractor Contractor Number Contact Name Contact Title 25 Jerry Goss Name of Contractor. Phone Extension Meridian Intermountain 970-748-8888 Address 1 FAX P.O.Box 3940 Address 2 E-mail Avon,Colorado 81620 Address 3 Web-Site ©M.E.P.CAD,Inc. AutoSPRINK 20 18 v14.2.12.0 10/5/2018 10:57:43AM Page 2 Hydraulic Graph Job Number:1 Re.ort Descri.tion: Water Supply at Node 1 150 135 Static Pressure 135.000 120 105 305.80 @ 95.026 405.80 with hose streams 90 N 2 75 N N N d 60 System demand curve 1180.60 @ 49.600 45 30 15 0 L111111IIIIIIIIIIII 111111111 111111111 IIIIIIIII IIIIIIIII IIIIIIIII I I I I I I I I I IIIIIIIII 0250 500 750 1000 1250 1500 1750 2000 2250 2500 Water flow,gpm Hydraulic Graph Water Supply at Node 1 Static:Pressure 13 5.000 Residual:Pressure 49.600 @ 1180.60 Available Pressure at Time of Test 123.158 @ 405.80 system Damase 95.026 @ 305.80 System Demand(Including Hose Allowance et Source) 95.026 @ 405.80 �4 ©M.E.P.CAD,Inc. AutoSPRINK 2018 v14.2.12.0 10/5/2018 10:57:44AM Page 3 Er .74 Summary Of Outflowing Devices I Job Number:1 C--., ' - Report Description: Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) Sprinkler 353 27.41 26.00 5.6 23.960 Sprinkler 354 27.98 26.00 5.6 24.965 Sprinkler 355 27.75 26.00 5.6 24.561 Sprinkler 356 28.15 26.00 5.6 25.262 Sprinkler 357 29.96 26.00 5.6 28.626 Sprinkler 358 26.33 26.00 5.6 22.103 Sprinkler 359 27.14 26.00 5.6 23.485 Sprinkler 361 29.23 26.00 5.6 27.237 ♦ Sprink ler 362 26.00 26.00 5.6 21.556 Sprinkler 363 26.80 26.00 5.6 22.907 Sprinkler 364 29.05 26.00 5.6 26.911 ♦ Most Demanding Sprinkler Data ©M.E.P.CAD,Inc. in AutoSPRINK 2018 v14.2.12.0 10/5/2018 10:57:45AM Page 4 iii Hydraulic Analysis Job Number:1 Report Description: Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length OF Route 1 DR 1.0490 26.00 9.65 120 0.211435 11-10% Pf 3.358 362 31-3% 26.00 5.6 21.556 Sprinkler, 4'-0 Pe -0.422 195 32-3 24.492 2E(2'-0) 15'-10'% Pv BL 1.0490 52.80 19.60 120 0.784117 3'-11'% Pf 7.020 195 32-3 26.8 0 24.492 Flow(q)from Route 3 5'-0 Pe 196 32-3 31.512 P0(5'-0) 8'-11'%Pv BL 2.1570 81.85 7.19 120 0.052712 6-0% Pf 0.318 196 32-3 29.05 31.512 Flow(q)from Route 9 Pe 192 32-3 31.8 29 6-0% Pv BL 2.1570 111.08 9.75 120 0.092729 5'-0'% Pf 0.468 192 32-3 29.23 31.829 Flow(q)from Route 10 Pe 185 32-3 32.298 5'-0%Pv BL 2.1570 164.54 14.45 120 0.191834 0'-6 Pf 0.097 18 5 32-3 53.47 32.298 Flow(q)from Route 2 Pe 182 32-3 32.394 0'-6 Pv BL 2.1570 194.51 17.08 120 0.261415 3'-1% Pf 0.820 18 2 32-3 29.96 32.394 Flow(q)from Route 11 Pe 176 32-3 33.214 3'-1'% Pv BL 2.1570 250.41 21.99 120 0.417152 1'-9 Pf 0.727 176 32-3 55.90 33.214 Flow(q)from Route 6 Pe 173 32-3 33.941 1'-9 Pv BL 2.1570 305.80 26.85 120 0.603748 1'-5 Pf 4.573 173 32-3 55.39 33.941 Flow(q)from Route 5 6-2 Pe 103 32-3 38.513 E(6-2) 7'-7 Pv DR 2.4690 305.8 0 20.49 120 0.312700 6-4% Pf 1.98 7 103 32-3 38.513 Pe 2.755 170 25'-11 43.256 Z 6-4% Pv FM 2.0670 305.80 29.24 120 0.743015 12'-11 Pf 9.598 170 25'-11 43.256 Pe 5.961 12 12'-2 58.815 Z 12'-11 Pv CM 2.6350 305.80 17.99 120 0.227774 39'-7'% Pf 10.904 12 12'-2 58.8 15 8'-3 Pe 5.065 24 0'-6 74.784 E(8'-3) _ 47'-10'% Pv FR 2.7030 305.80 17.10 120 0.201194 3'-6% Pf 0.713 24 0'-6 74.784 Pe 1.535 22 -3'-0% 77.032 f(-0.000) 3'-6% Pv DY 4.0260 305.8 0 7.71 120 0.028 905 0'-0 Pf 1.156 22 -3'-0'/2 77.032 40'-0 Pe 0.633 19 -4'-6% 78.822 ALV(28'-0),BV(12'-0) 40'-0 Pv FR 2.7030 305.80 17.10 120 0.201194 3'-0 Pf 2.479 19 -4'-6'% 78.8 22 9'-4 Pe 1.298 2 -7'-6 82.599 E(9'-4) 12-4 Pv UG 6.2800 305.80 3.17 140 0.002493 82'-4 Pf 0.276 2 -7'-6 82.599 28'-4'/2 Pe -2.179 6 -2-6 80.696 2LtE(14'-2) 110'-8'%Pv UG 6.2800 305.80 3.17 120 0.003316 8'-0 Pf 12.062 6 -2-6 80.696 10'-8 Pe 8 -2-6 92.758 BFP(-12.000),LtE(10'-8) 18'-8 Pv FR 6.2800 305.80 3.17 140 0.002493 19'-8 Pf 0.096 8 -2-6 92.758 18'-11 Pe 2.172 1 -7'-6 95.026 LtE(14'-2),GV(4'-8%),S 38'-7 Pv 100.00 Hose Allowance At Source 1 405.8 0 w Route 2 DR 1.0490 26.33 9.77 120 0.216389 11-10% Pf 3.433 358 31-3'% 26.33 5.6 22.103 Sprinkler, 4'-0 Pe -0.422 184 32-3 25.113 2E(2-0) 15'-10'% Pv BL 1.0490 53.47 19.85 120 0.802455 3'-11'% Pf 7.184 184 32-3 27.14 25.113 Flow(q)from Route 4 5'-0 Pe 185 32-3 32.298 P0(5'-0) 8'-11'%Pv OF Route 3 DR 1.0490 26.80 9.95 120 0.223660 1-11% Pf 2.007 363 31-3% 26.80 5.6 22.907 Sprinkler, 7'-0 Pe -0.422 195 32-3 24.492 E(2'-0),T(5'-0) 8'-11'%Pv OF Route 4 DR 1.0490 27.14 10.07 120 0.228881 1-11% Pf 2.050 359 31-3% 27.14 5.6 23.485 Sprinkler, 7'-0 Pe -0.422 184 32-3 25.113 E(2-0),T(5'-0) 8'-11'%Pv - Route 5 .©M.E.P.CAD,Inc. NU AutoSPRINK 2018 v14.2.12.0 10/5/2018 10:57:47AM Page 5 iii Hydraulic Analysis Job Number:1 Report Description: Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length DR 1.0490 27.41 10.18 120 0.233158 13'-3 Pf 4.021 353 31-3% 27.41 5.6 23.960 Sprinkler, 4'-0 Pe -0.422 175 32'-3 27.559 2E(2'-0) 17'-3 Pv BL 1.0490 55.39 20.56 120 0.8 56742 2'-5'% P• f 6.38 2 175 32'-3 27.98 27.559 Flow(q)from Route 7 5'-0 Pe 173 32'-3 33.941 P0(5'-0) 7'-5'%Pv OF Route 6 DR 1.0490 27.75 10.30 120 0.238561 8'-2 Pf 2.899 355 31-3% 27.75 5.6 24.561 Sprinkler, 4'-0 Pe -0.422 178 32'-3 27.037 2E(2'-0) 12'-2 Pv BL 1.0490 55.90 20.75 120 0.871327 2'-1 Pf 6.176 178 32'-3 28.15 27.037 Flow(q)from Route 8 5'-0 Pe 176 32'-3 33.214 P0(5'-0) 7'-1 Pv Route 7 SP 1.0490 27.98 10.39 120 0.242188 1-11% P• f 2.172 354 33'-3 27.98 5.6 24.965 Sprinkler, 7'-0 Pe 0.422 175 32'-3 27.559 E(2'-0),T(5'-0) 8'-11'/z Pv Route 8 DR 1.0490 28.15 10.45 120 0.244857 1-11% Pf 2.197 356 31-3% 28.15 5.6 25.262 Sprinkler, 7'-0 Pe -0.422 178 32'-3 27.037 E(2'-0),T(5'-0) 8'-11'%Pv OF Route 9 DR 1.0490 29.05 10.78 120 0.259602 10'-3'% P• f 5.006 364 31-3% 29.05 5.6 26.911 Sprinkler, 9'-0 Pe -0.422 199 32'-3 31.495 2E(2'-0),P0(5'-0) 19'-3'% P• v BL 2.1570 29.05 2.55 120 0.007756 2'-2 Pf 0.017 199 32'-3 31.495 Pe 196 32'-3 31.512 2'-2 Pv Route 10 DR 1.0490 29.23 10.85 120 0.262507 15'-4% Pf 7.183 361 26'-3'% 29.23 5.6 27.237 Sprinkler, 12'-0 Pe -2.590 192 32'-3 31.829 E(2'-0),T(5'-0),P0(5'-0) 27'-4'% Pv Route 11 DR 1.0490 29.96 11.12 120 0.2748 72 14'-1% P• f 6.358 357 26'-3'% 29.96 5.6 28.626 Sprinkler, 9'-0 Pe -2.590 182 32'-3 32.394 2E(2'-0),P0(5'-0) 23'-1'% Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) Actual Inside Diameter a.8 7Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 ©M.E.P.CAD,Inc. NU AutoSPRINK 2018 v14.2.12.0 10/5/2018 10:57:47AM Page 6 Hydraulic Analysis Job Number:1 Report Description: Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary _ Upstream Total Length . Pipe Type Legend Units Legend Fittings Legend ' AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Len th Foot C Cross Flow Turn 90° FR Feed Riser 9 cplg Coupling Friction Loss psi/Foot MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger CV Check Valve Pt Total pressure at a point in a pipe RN Riser Nipple DeIV Deluge Valve SP Sprig Pn Normal pressure at a point in a pipe DPV Dry Pipe Valve ST Stand Pipe Pf Pressure loss due to friction between points E 90°Elbow UG Underground Pe Pressure due to elevation difference between indicated points EE 45°Elbow Pv Velocity pressure at a point in a pipe Eel 111/4°Elbow Ee2 22W Elbow 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 GIoV 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 ©M.E.P.CAD,Inc. AutoSPRINK 2018 v14.2.12.0 10/5/2018 10:57:47AM Page 7 I Flow Diagram (Top View) — 1 Job Number:1 Report Description: I •=7, Up Ilt, Upt(4( ':.',. f'? i,y .01 L....-! •,..t :f.i° . ' 00 CO .,. .4",4 E,©M.E.P.CAD,Inc. in AutoSPRINK 2018 v14.2.12.0 10/5/2018 10:57:51AM Page 8 Hydraulic Overview JobNumber:1 Report Description: 'Job Job Number Design Engineer 1 Job Name: Phone FAX Lallonna Address 1 State Certification/License Number 100 E Meadow Drive Address 2 AHJ Vail,CO 81657 Address 3 Job Site/Building Density Area of Application 0.10 gpm/ft2 1500 ft2(Actual 1040 ft2) Most Demanding Sprinkler Data Hose Streams 5.6 K-Factor 14.82 at 7.000 100.00 Coverage Per Sprinkler Number Of Sprinklers Calculated 130 ft° 8 System Pressure Demand System Flow Demand 68.270 143.40 Total Demand Pressure Result 243.40 @ 68.270 +62.130(47.6%) Supplies Check Point Gauges Node Name Flow(oom) Hose Flow(gpm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(oom) 1 Water Supply 1180.60 100.00 135.000 49.600 AS 2 9-21-20 18.cad Water Supply at Node 1 (1180.60,100.00,135.000,49.600) 150 ll I I I 135 Static Pressure 135.000 120 105 • N • 90 • r ... ... Q 75 143.40 @ 68.270 N I I II I 60 I I 243.40 with hose streams a 1180.60 @ 49.600 45 System demand curve 30 15 • 0 11111111111 111111111 111111111 11111111 111111111 111111111 111111111 005010001250 1500 1750 2000 2250 2500 Water flow,gpm ©M.E.P.CAD,Inc. AutoSPRINK2018v14.2.12.0 10/5/2018 10:58:45AM Page 1 Hydraulic Summary ` Job Number:1 Report Description: Job Job Number Design Engineer 1 Job Name: State Certification/License Number Lallonna Address 1 AHJ 100 E Meadow Drive Address 2 Job Site/Building Vail,CO 81657 Address 3 Drawing Name AS 2 9-21-2018.cad System RemoteArea(s) Most Demanding Sprinkler Data Occupancy Job Suffix 5.6 K-Factor 14.82 at 7.000 Light Hazard Hose Allowance At Source Density Area of Application 100.00 0.10 gpm/ft2 1500 ft2(Actual 1040 ft2) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(gpm) 8 130f AutoPeak Results:Pressure For Remote Area(s)Adjacent Ta Most Remote Area Total Hose Streams 100.00 System Flow Demand Total Water Required(Including Hose Allowance) 143.40 243.40 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 53.23 between nodes 83 and 84 Maximum Velocity Under Ground 1.49 between nodes 6 and 2 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 251.43ga1 Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) (psi) o@ (gpm) (psi) (psi) 1 Water Supply 100.00 135.000 49.600 1180.60 130.400 243.40 68.270 62.130 Contractor Contractor Number Contact Name Contact Title 25 Jerry Goss Name of Contractor. Phone Extension Meridian Intermountain 970-748-8888 Address 1 FAX P.O.Box 3940 Address 2 E-mail Avon,Colorado 81620 Address 3 Web-Site ©M.E.P.CAD,Inc. AutoSPRINK 20 18 v14.2.12.0 10/5/2018 10:58:47AM Page 2 � Hydraulic Graph Job Number:1 Re.ort Descri.tion: Water Supply at Node 1 150 135 Static Pressure 135.000 120 105 90 Ul Q 2 75 N 143.40 @ 68.270 o A I 243.40 with hose streams 60 • 1180.60 @ 49.600 45 t System demand curve 30 15 0 M111111111111111111111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I 0250 500 750 1000 1250 1500 1750 2000 2250 2500 Water flow,gpm Hydraulic Graph Water Supply at Node 1 Static:Pressure 13 5.000 Residual:Pressure 49.600 @ 1180.60 Available Pressure at Time of Test 130.400 @ 243.40 system Demane 68.270 @ 143.40 System Demand(Including Hose Allowance at Source) 68.270 @ 243.40 �4 ©M.E.P.CAD,Inc. i AutoSPRINK 2018 v14.2.12.0 10/5/2018 10:58:49AM Page 3 Er .74 Summary Of Outflowing Devices I Job Number:1 C--., ' - Report Description: Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) Sprinkler 334 20.84 13.00 5.6 13.856 Sprinkler 335 18.89 13.00 5.6 11.383 Sprinkler 336 15.59 13.00 5.6 7.749 * Sprinkler 337 14.82 13.00 5.6 7.000 Sprinkler 342 19.77 13.00 5.6 12.460 Sprinkler 343 17.94 13.00 5.6 10.263 Sprinkler 344 18.92 13.00 5.6 11.413 Sprinkler 350 16.63 13.00 5.6 8.822 ♦ Most Demanding Sprinkler Data ©M.E.P.CAD,Inc. in AutoSPRINK 2018 v14.2.12.0 10/5/2018 10:58:50AM Page 4 iii Hydraulic Analysis Job Number:1 Report Description: Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length OF Route 1 DR 1.0490 14.82 5.50 120 0.074703 14'-7'% Pf 1.241 337 22'-1 14.82 5.6 7.000 Sprinkler, 2'-0 Pe -0.434 130 23'-1 7.807 E(2'-0) 16'-7'% Pv BL 1.0490 30.40 11.29 120 0.282431 13'-71/2 Pf 3.844 130 23'-1 15.59 7.807 Flow(q)from Route 2 Pe 129 23'-1 11.651 _ 13'-7'% Pv BL 1.0490 49.30 18.30 120 0.690570 1'-7'% Pf 4.578 129 23'-1 18.89 11.651 Flow(q)from Route 5 5'-0 Pe 128 23'-1 16.229 P0(5'-0) 6'-7'%Pv BL 2.1570 143.40 12.59 120 0.148740 11'-7'% Pf 2.642 128 23'-1 73.26+20.84 16.229 Flow(q)from Route 3 and 8 6'-2 Pe 84 23'-1 18.871 E(6'-2) 17'-9 Pv BL 1.0490 143.40 53.23 120 4.978535 1'-0 Pf 14.936 84 23'-1 18.871 2'-0 Pe 0.434 83 22'-1 34.240 E(2'-0) 3'-0 Pv BL 2.1570 143.40 12.59 120 0.148740 11'-4'% Pf 3.525 83 22'-1 34.240 12'-3'% Pe 0.000 13 22'-1 37.766 T(12'-3'/z) 23'-8%Pv FM 2.0670 143.40 13.71 120 0.183050 9'-11 Pf 1.815 13 22'-1 37.766 Pe 4.299 12 12'-2 43.880 Z _ 9'-11 Pv CM 2.6350 143.40 8.44 120 0.056115 39'-7'/z Pf 2.686 12 12'-2 43.8 8 0 8'-3 Pe 5.065 24 0'-6 51.632 E(8'-3) 47'-10'/z Pv FR 2.7030 143.40 8.02 120 0.049566 3'-6% Pf 0.176 24 0'-6 51.632 Pe 1.535 22 -3'-0% 53.343 f(-0.000) 3'-6'%Pv DY 4.0260 143.40 3.61 120 0.007121 0'-0 Pf 0.285 22 -3'-0'/� 53.343 40'-0 Pe 0.633 19 -4'-6'/: 54.261 ALV(28'-0),BV(12'-0) 40'-0 Pv FR 2.7030 143.40 8.02 120 0.049566 3'-0 Pf 0.611 19 -4'-6'/z 54.261 9'-4 Pe 1.298 2 -7'-6 56.170 E(9'-4) 12'-4 Pv UG 6.2800 143.40 1.49 140 0.000614 82'-4 Pf 0.068 2 -7'-6 56.170 28'-4%Pe -2.179 6 -2'-6 54.059 2LtE(14'-2) 110'-8''A Pv UG 6.2800 143.40 1.49 120 0.000817 8'-0 Pf 12.015 6 -2'-6 54.059 10'-8 Pe 8 -2'-6 66.074 BFP(-12.000),LtE(10'-8) 18'-8 Pv FR 6.2800 143.40 1.49 140 0.000614 19'-8 Pf 0.024 8 -2'-6 66.074 18'-11 Pe 2.172 1 -7'-6 68.270 LtE(14'-2),GV(4'-8'/:),S 38'-7 Pv 100.00 Hose Allowance At Source 1 243.40 - Route 2 DR 1.0490 15.59 5.79 120 0.082064 1'-0 Pf 0.493 336 22'-1 15.59 5.6 7.749 Sprinkler, 5'-0 Pe -0.434 130 _ 23'-1 7.807 P0(5'-0) 6'-0 Pv OF Route 3 DR 1.0490 16.63 6.17 120 0.092528 9'-7 Pf 1.721 350 22'-8 16.63 5.6 8.822 Sprinkler, 9'-0 Pe -0.173 153 23'-1 10.369 2E(2'-0),T(5'-0) 18'-7 Pv BL 1.0490 34.57 12.83 120 0.358217 9'-11 Pf 5.345 153 23'-1 17.94 10.369 Flow(q)from Route 4 5'-0 Pe 0.004 151 23'-1 15.717 P0(5'-0) 14'-11 Pv BL 2.1570 73.26 6.43 120 0.042933 12'-0 Pf 0.516 151 23'-1 38.69 15.717 Flow(q)from Route 6 Pe -0.004 128 23'-1 16.229 12'-0 Pv OF Route 4 DR 1.0490 17.94 6.66 120 0.106429 3'-1 Pf 0.540 343 22'-1 17.94 5.6 10.263 Sprinkler, 2'-0 Pe -0.434 153 23'-1 10.369 E(2'-0) 5'-1 Pv - Route 5 DR 1.0490 18.89 7.01 120 0.117124 1-0 Pf 0.703 335 22'-1 18.89 5.6 11.383 Sprinkler, 5'-0 Pe -0.434 129 23'-1 11.651 T(5'-0) 6'-0 Pv - Route 6 _ DR 1.0490 18.92 7.02 120 0.117410 10'-5 Pf 1.811 344 22'-1 18.92 5.6 11.413 Sprinkler, 5'-0 Pe -0.430 148 23'-1 12.793 P0(5-0) 15'-5 Pv ©M.E.P.CAD,Inc. NU AutoSPRINK 2018 v14.2.12.0 10/5/2018 10:58:52AM Page 5 iii Hydraulic Analysis Job Number:1 Report Description: Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length BL 1.0490 38.69 14.36 120 0.441003 1'-7'% Pf 2.924 148 23'-1 19.77 12.793 Flow(q)from Route 7 5'-0 Pe 0.000 151 23'-1 15.717 P0(5-0) 6'-7'%Pv Route 7 DR 1.0490 19.77 7.34 120 0.127344 1'-0 Pf 0.763 342 22'-1 19.77 5.6 12.460 Sprinkler, 5'-0 Pe -0.430 148 23'-1 12.793 P0(5-0) 6'-0 Pv Route 8 DR 1.0490 20.84 7.74 120 0.140485 13'-0 Pf 2.808 334 22'-1 20.84 5.6 13.856 Sprinkler, 7-0 Pe -0.434 128 23'-1 16.229 E(2'-0),P0(5'-0) 20'-0 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplied Actual Inside Diameter 4.87( Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 Pipe Type Legend i Units Legend = Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Len th Foot C Cross Flow Turn 90° FR Feed Riser 9 cplg Coupling Friction Loss psi/Foot MS Miscellaneous Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DeIV Deluge Valve SP Sprig Pn Normal pressure at a point in a pipe DPV Dry Pipe Valve ST Stand Pipe Pf Pressure loss due to friction between points E 90°Elbow UG Underground Pe Pressure due to elevation difference between indicated points EE 45°Elbow Pv Velocity pressure at a point in a pipe Eel 11'/<°Elbow - Ee2 22W 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 GIoV 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 ©M.E.P.CAD,Inc. NU AutoSPRINK 2018 v14.2.12.0 10/5/2018 10:58:52AM Page 6 I Flow Diagram (Top View) — 1 Job Number:1 Report Description: .. W. f L--.-! • '‘`. .'fif, ' ' 1!1 .::: I?' "-• ...0"'- co co .,. .44,1,4 o-, E,©M.E.P.CAD,Inc. in AutoSPRINK 2018 v14.2.12.0 10/5/2018 10:58:58AM Page 7 Hydraulic Overview JobNumber:1 Report Description: Job Job Number Design Engineer 1 Job Name: Phone FAX Lallonna Address 1 State Certification/License Number 100 E Meadow Drive Address 2 AHJ Vail,CO 81657 Address 3 Job Site/Building Density Area of Application 0.10 gpm/ft2 1500 ft2(Actual 558ft2) Most Demanding Sprinkler Data Hose Streams 5.6 K-Factor 14.82 at 7.000 100.00 Coverage Per Sprinkler Number Of Sprinklers Calculated 130 ft2 4 System Pressure Demand System Flow Demand 96.571 65.07 Total Demand Pressure Result 165.07@ 96.571 +36.187(27.3%) Supplies Check Point Gauges Node Name Flow(oom) Hose Flow(gpm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(oom) 1 Water Supply 1180.60 100.00 135.000 49.600 AS 2 9-21-20 18.cad Water Supply at Node 1 (1180.60,100.00,135.000,49.600) 150 _III I I 135 EStatic Pressure 135.000 120 105 65.07 96.571 91 I IL I 90 165.07 with hose streams •N rar. n • 4� a) a 60 \180.607 180.60 l 49.600 45 30 15 0 111111 IIIIII111111111111111111111111111 11111111 111111111 I I I I I I 1 1 1 111111111 0075010001250 1500 1750 2000 2250 2500 Water flow,gpm ©M.E.P.CAD,Inc. AutoSPRINK2018v14.2.12.0 10/5/20 18 10:59:32AM Page 1 Hydraulic Summary ` Job Number:1 Report Description: Job Job Number Design Engineer 1 Job Name: State Certification/License Number Lallonna Address 1 AHJ 100 E Meadow Drive Address 2 Job Site/Building Vail,CO 81657 Address 3 Drawing Name AS 2 9-21-20 18.cad System RemoteArea(s) Most Demanding Sprinkler Data Occupancy Job Suffix 5.6 K-Factor 14.82 at 7.000 Light Hazard Hose Allowance At Source Density Area of Application 10 0.0 0 0.10 gpm/ft2 150 0 ft2(Actual 558ft2) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(gpm) 4 130f AutoPeak Results:Pressure For Remote Area(s)Adjacent Ta Most Remote Area Total Hose Streams 100.00 System Flow Demand Total Water Required(Including Hose Allowance) 65.0 7 165.0 7 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 24.16 between nodes 80 and 141 Maximum Velocity Under Ground 0.67 between nodes 6 and 2 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 251.43ga1 Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) (psi) @ (gpm) (Psi) (psi) 1 Water Supply 100.00 135.000 49.600 1180.60 132.757 165.07 96.571 36.187 Contractor Contractor Number Contact Name Contact Title 25 Jerry Goss Name of Contractor. Phone Extension Meridian Intermountain 970-748-8888 Address 1 FAX P.O.Box 3940 Address 2 E-mail Avon,Colorado 81620 Address 3 Web-Site ©M.E.P.CAD,Inc. AutoSPRINK 2018 v14.2.12.0 10/5/2018 10:59:35AM Page 2 � Hydraulic Graph Job Number:1 Re.ort Descri.tion: Water Supply at Node 1 150 135 Static Pressure 135.000 120 105 65.07 @ 96.571 _am 1' 165.07 with hose streams 90 •N Q E 75 N N N d 60 System demand curve 1180.60 @ 49.600 45 30 15 0 —M W 1111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I 1 1 1 1 1 1 1 1 1 0250 500 750 1000 1250 1500 1750 2000 2250 2500 Water flow,gpm Hydraulic Graph Water Supply at Node 1 Static:Pressure 13 5.000 Residual:Pressure 49.600 @ 1180.60 Available Pressure at Time of Test 13 2.757 @ 165.07 system Demaae 96.571 @ 65.07 System Demand(Including Hose Allowance et Source) 96.571 @ 165.07 �4 ©M.E.P.CAD,Inc. AutoSPRINK 2018 v14.2.12.0 10/5/2018 10:59:36AM Page 3 Er .74 Summary Of Outflowing Devices I Job Number:1 C--., ' - Report Description: Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) Sprinkler 348 17.76 13.00 5.6 10.059 Sprinkler 349 15.48 13.00 5.6 7.643 Sprinkler 351 17.01 13.00 5.6 9.227 b Sprinkler 352 14.82 13.00 5.6 7.000 b Most Demanding Sprinkler Data ©M.E.P.CAD,Inc. in AutoSPRINK 2018 v14.2.12.0 10/5/2018 10:59:38AM Page 4 iii Hydraulic Analysis Job Number:1 Report Description: Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length OF Route 1 DR 1.0490 14.82 5.50 120 0.074703 13'-1'% P• f 1.129 352 13'-0 14.82 5.6 7.000 Sprinkler, 2'-0 Pe -0.428 164 14'-0 7.701 E(2'-0) 15'-1'% Pv BL 1.0490 30.30 11.25 120 0.280609 16'-9 Pf 6.098 164 14'-0 15.48 7.701 Flow(q)from Route 2 5'-0 Pe 141 14'-0 13.799 P0(5-0) 21'-9 Pv BL 1.0490 65.07 24.16 120 1.154080 45'-5 Pf 57.044 141 14'-0 34.77 13.799 Flow(q)from Route 3 4'-0 Pe 80 14'-0 70.842 LtE(2'-0),E(2'-0) 49'-5 Pv BL 1.4420 65.07 12.78 120 0.245048 2'-9 Pf 1.589 80 14'-0 70.842 3'-8'/:Pe 81 14'-0 72.431 E(3'-8'%) 6'-6 Pv BL 2.1570 65.07 5.71 120 0.034480 18'-11% P• f 1.502 81 14'-0 72.431 24'-71/2 Pe -3.504 13 22'-1 70.430 P0(12'-3%z),T(12'-3%) 43'-6'%Pv FM 2.0670 65.07 6.22 120 0.042433 9'-11 Pf 0.421 13 22'-1 70.430 Pe 4.299 12 12'-2 75.150 Z 9'-11 Pv CM 2.6350 65.07 3.83 120 0.013008 39'-7% Pf 0.623 12 12'-2 75.150 8'-3 Pe 5.065 24 0'-6 8 0.8 38 E(8'-3) 47'-10'% Pv FR 2.7030 65.07 3.64 120 0.011490 3'-61/2 P• f 0.041 24 0'-6 8 0.8 38 Pe 1.535 22 -3'-0'% 82.414 f(-0.000) 3'-6'/z Pv DY 4.0260 65.07 1.64 120 0.001651 0'-0 Pf 0.066 22 -3'-0% 82.414 40'-0 Pe 0.633 19 -4'-6'% 83.114 ALV(28'-0),BV(12'-0) 40'-0 Pv _ FR 2.7030 65.07 3.64 120 0.011490 3'-0 Pf 0.142 19 -4'-6'% 83.114 9'-4 Pe 1.298 2 -7'-6 84.553 E(9'-4) 12'-4 Pv UG 6.28 00 65.07 0.67 140 0.000142 8 2'-4 Pf 0.016 2 -7'-6 84.553 28'-4%Pe -2.179 6 -2'-6 82.390 2LtE(14'-2) 110'-8'%Pv _ UG 6.2800 65.07 0.67 120 0.000189 8'-0 Pf 12.004 6 -2'-6 82.390 10'-8 Pe 8 -2'-6 94.393 BFP(-12.000),LtE(10'-8) 18'-8 Pv FR 6.2800 65.07 0.67 140 0.000142 19'-8 Pf 0.005 8 -2'-6 94.393 18'-11 Pe 2.172 1 -7'-6 96.571 LtE(14'-2),GV(4'-8%),S 38'-7 Pv 100.00 Hose Allowance At Source 1 165.07 - Route2 DR 1.0490 15.48 5.75 120 0.08 1034 1'-0 Pf 0.485 349 13'-0 15.48 5.6 7.643 Sprinkler, 5'-0 Pe -0.428 164 14'-0 7.701 T(5'-0) 6'-0 Pv - Route 3 DR 1.0490 17.01 6.31 120 0.096455 13'-1'% P• f 1.457 351 13'-0 17.01 5.6 9.227 Sprinkler, 2'-0 Pe -0.428 163 14'-0 10.257 E(2'-0) 15'-1'% Pv BL 1.0490 34.77 12.91 120 0.362036 4'-9'% Pf 3.542 163 14'-0 17.76 10.257 Flow(q)from Route 4 5'-0 Pe 141 14'-0 13.799 P0(5'-0) 9'-9'%Pv OF Route 4 DR 1.0490 17.76 6.59 120 0.104471 1'-0 Pf 0.625 348 13'-0 17.76 5.6 10.059 Sprinkler, 5'-0 Pe -0.428 163 14'-0 10.257 T(5'-0) 6'-0 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) 11 Value Multiplier Actual Inside Diameter 4.8 7 ( Value Of C 100 0 130 1 140 150 Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor .713 .16 1.33 1.51 ©M.E.P.CAD,Inc. NU AutoSPRINK 2018 v14.2.12.0 10/5/2018 10:59:40AM Page 5 Hydraulic Analysis Job Number:1 Report Description: Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary _ Upstream Total Length . Pipe Type Legend Units Legend Fittings Legend ' AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Len th Foot C Cross Flow Turn 90° FR Feed Riser 9 cplg Coupling Friction Loss psi/Foot MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger CV Check Valve Pt Total pressure at a point in a pipe RN Riser Nipple DeIV Deluge Valve SP Sprig Pn Normal pressure at a point in a pipe DPV Dry Pipe Valve ST Stand Pipe Pf Pressure loss due to friction between points E 90°Elbow UG Underground Pe Pressure due to elevation difference between indicated points EE 45°Elbow Pv Velocity pressure at a point in a pipe Eel 111/4°Elbow Ee2 22W Elbow 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 GIoV 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 ©M.E.P.CAD,Inc. AutoSPRINK 2018 v14.2.12.0 10/5/2018 10:59:40AM Page 6 I Flow Diagram (Top View) — 1 Job Number:1 Report Description: L--.-! • '‘`. ,'fif, ' ' 1!1 .::: I?' "-• ...i&"'- co co .,. .44,1,4 o-, E,©M.E.P.CAD,Inc. illi AutoSPRINK 2018 v14.2.12.0 10/5/2018 10:5 9:44AM Page 7 Hydraulic Overview JobNumber:1 Report Description:Ordinar Group I Job Job Number Design Engineer 1 Job Name: Phone FAX Lallonna Address 1 State Certification/License Number 100 E Meadow Drive Address 2 AHJ Vail,CO 81657 Address 3 Job Site/Building System Density Area of Application 0.15gpm/ft2 1500ft2(Actual 661ft2) Most Demanding Sprinkler Data Hose Streams 5.6 K-Factor 19.50 at 12.125 100.00 Coverage Per Sprinkler Number IN Sprinklers Calculated 130ft2 12 System Pressure Demand System Flow Demand 108.696 283.77 Total Demand Pressure Result 383.77 @ 108.696 +15.623(12.6%) Supplies Check Point Gauges Node Name Flow(oom) Hose Flow(gpm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(gpm) 1 Water Supply 1180.60 100.00 135.000 49.600 AS 1 7-27-2018.cad Water Supply at Node 1 (1180.60, 100.00, 135.000,49.600) 150 _II I I I 135 EStatic Pressure 135.000 120 283.77 @ 108.696 105 11 1 383.77 with hose streams N • 90 rar. n • • a,, :^ , •. 75 60 System demand curve 1180.60 @ 49.600 45 30 15 0 11111111=11111111111 111111111 111111111 11111111 111111111 111 1 1 1 11 1 1 1 1 1 1 1 1 1 1 005010001250 1500 1750 2000 2250 2500 Water flow,gpm ©M.E.P.CAD,Inc. AutoSPRINK 2018 v14.2.12.0 8/6/2018 11:06:12AM Page 1 41Hydraulic Summary J JobNumber:1 Report Description:OrdinaryGroup I Job Job Number Design Engineer 1 Job Name: State Certification/License Number Lallonna Address 1 AHJ 100 E Meadow Drive Address 2 Job Site/Building Vail,CO 81657 Address 3 Drawing Name AS 1 7-27-2018.cad System RemoteArea(s) Most Demanding Sprinkler Data Occupancy Job Suffix 5.6 K-Factor 19.50 at 12.125 Ordinary Group I Hose Allowance At Source Density Area of Application 100.00 0.15gpm/ft2 1500ft2(Actual 661ft2) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Pet Sprinkler Node Flow(qpm) 12 130ft2 AutoPeak Results:Pressure For Remote Area(s)Adjacent To Most Remote Area Total Hose Streams 100.00 System Flow Demand Total Water Required(Including Hose Allowance) 283.77 383.77 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 32.86 between nodes 90 and 91 Maximum Velocity Under Ground 2.94 between nodes 6 and 2 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 254.30gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) (psi•) @ (gpm) (psi) (psi) 1 Water Supply 100.00 135.000 49.600 1180.60 124.319 383.77 108.696 15.623 Contractor dMIIM Contractor Number Contact Name Contact Title 25 Jerry Goss Name of Contractor. Phone Extension Meridian Intermountain 970-748-8888 Address 1 FAX P.O.Box 3940 Address 2 E-mail Avon,Colorado 81620 Address 3 Web-Site ©M.E.P.CAD,Inc. AutoSPRINK2018 v14.2.12.0 8/6/2018 11:06:16AM Page 2 Hydraulic Graph Job Number:1 Report Description:Ordinary Group I Water Supply at Node 1 150 135 Static Pressure 135.000 120 -\\ 283 .77 r 108.696 105 383.77 with hose streams 90 'N Q J75 System demand curve 60 1180.60 @ 49.600 45 30 15 1 0 M111111111111111111 111111111 1111111 1 1 1 1 1 1 1 1 i 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I 1 1 1 1 1 1 1 1 I 0250 500 750 1000 1250 1500 1750 2000 2250 2500 Water flow,gpm Hydraulic Graph Water Supply at Node 1 Static:Pressure 135.000 Residual:Pressure 49.600 @ 1180.60 Available Pressure at Time of Test 124.319 @ 383.77 System Dementl 108.696 @ 283.77 System Demand(Including Hose Allowance at Source) 108.696 @ 383.77 ,/L�,©M.E.P.CAD,Inc. i AutoSPRINK2018 v14.2.12.0 8/6/2018 11:06:18AM Page 3 ivr.d Summary Of Outflowing Devices Job Number:1 ., 5• - Report Description:Ordinary Group I Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) Sprinkler 301 21.63 19.50 5.6 14.924 Sprinkler 302 21.91 19.50 5.6 15.303 Sprinkler 304 23.80 19.50 5.6 18.069 Sprinkler 306 23.80 19.50 5.6 18.061 Sprinkler 310 24.46 19.50 5.6 19.083 Sprinkler 311 28.08 19.50 5.6 25.143 * Sprink ler 317 19.50 19.50 5.6 12.125 Sprinkler 319 19.92 19.50 5.6 12.650 Sprinkler 324 22.03 19.50 5.6 15.476 Sprinkler 325 27.06 19.50 5.6 23.343 Sprinkler 327 25.70 19.50 5.6 21.059 Sprinkler 328 25.88 19.50 5.6 21.357 14> Most Demanding Sprinkler Data k,©M.E.P.CAD,Inc. in AutoSPRINK2018v14.2.12.0 8/6/2018 11:06:24AM Page 4 1--':-...' Node Analysis Job Number:1 ~ ' ' Report Description:Ordinary Group I Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -7'-6 S 108.696 283.77 301 21'-1 Spr(-14.924) 14.924 21.63 302 21-1 Spr(-15.303) 15.303 21.91 304 21-1 Spr(-18.069) 18.069 23.80 306 21'-1 Spr(-18.061) 18.061 23.80 310 21-1 Spr(-19.083) 19.083 24.46 311 21'-1 Spr(-25.143) 25.143 28.08 317 21'-1 Spr(-12.125) 12.125 19.50 319 21'-1 Spr(-12.650) 12.650 19.92 324 21'-1 Spr(-15.476) 15.476 22.03 325 21-1 Spr(-23.343) 23.343 I 27.06 327 21-1 Spr(-21.059) 21.059 25.70 328 21'-1 Spr(-21.357) 21.357 25.88 2 -7'-6 E(9'-4) 96.326 6 -2'-6 LtE(14'-2) 94.387 8 -2'-6 LtE(10'-8) 106.441 12 12'-2 59.933 13 22'-1 T(12'-3%) 49.217 18 -4'-6'% BV(12'-0) 92.869 23 -3'-0'% T(12'-0) 91.229 25 0'-6 E(6'-2) 89.073 42 22'-1 T(5'-0) 16.423 43 22'-1 T(5'-0) 19.189 44 22'-1 P0(5'-0) 42.192 58 22'-1 T(5'-0) 20.319 59 22'-1 T(5-0) 26.865 60 22'-1 P0(5'-0) 40.683 90 22'-1 P0(5'-0) 39.396 91 22'-1 T(5'-0) 24.960 92 22'-1 T(5'-0) 16.446 93 22'-1 T(5'-0) 13.40 8 102 22'-1 T(5'-0) 22.813 103 22'-1 P0(5'-0) 39.284 ©M.E.P.CAD,Inc. tf AutoSP RINK 20 18 v14.2.12.0 8/6/2018 11:0 6:25AM Page 5 iii Hydraulic Analysis Job Number:1 Report Description:Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length OF Route 1 DR 1.0490 19.50 7.24 120 0.124177 9'-9'% Pf 1.711 317 21'-1 19.50 5.6 12.125 Sprinkler, 4'-0 Pe -0.428 93 22'-1 13.408 2E(2'-0) 13'-9'% Pv BL 1.0490 39.42 14.63 120 0.456562 6'-8 Pf 3.038 93 22'-1 19.92 13.408 Flow(q)from Route 2 Pe 92 22'-1 16.446 6'-8 Pv BL 1.0490 61.45 22.81 120 1.038042 8'-2'% Pf 8.514 92 22'-1 22.03 16.446 Flow(q)from Route 5 Pe 91 22'-1 24.960 8'-2'% Pv BL 1.0490 88.50 32.86 120 2.0387 22 2'-1 Pf 14.436 91 22'-1 27.06 24.960 Flow(q)from Route 11 5'-0 Pe 90 22'-1 39.396 P0(5'-0) 7'-1 Pv CM 2.1570 140.08 12.30 120 0.142433 9'-0'% Pf 1.288 90 22'-1 51.58 39.396 Flow(q)from Route 9 Pe 60 22'-1 40.683 9'-0'% Pv CM 2.1570 216.42 19.00 120 0.318507 4'-9 Pf 1.508 60 22'-1 76.34 40.683 Flow(q)from Route 6 Pe 44 22'-1 42.192 4'-9 Pv CM 2.1570 283.77 24.91 120 0.525759 1'-1 Pf 7.030 44 22'-1 67.34 42.192 Flow(q)from Route 3 12'-3% Pe -0.005 13 22'-1 49.217 T(12'-3%) 13'-4% Pv FM 2.0670 283.77 27.13 120 0.647037 9'-11 Pf 6.417 13 22'-1 49.217 Pe 4.299 12 12'-2 59.933 9'-11 Pv CM 2.157 0 283.7 7 24.91 120 0.5257 59 39'-7%Pf 24.07 4 12 12'-2 59.933 6'-2 Pe 5.065 25 0'-6 89.073 E(6'-2) 45-9%Pv FR 2.7030 283.77 15.87 120 0.175205 3'-6'/: Pf 0.621 25 0'-6 89.073 Pe 1.535 23 -3'-0'/z 91.229 f(-0.000) 3'-6% Pv DY 4.0260 283.77 7.15 120 0.025171 0'-0 Pf 1.007 23 -3'-0%z 91.229 40'-0 Pe 0.633 18 -4'-6'% 92.869 ALV(28'-0),BV(12'-0) 40'-0 Pv ---- FR FR 2.7030 283.77 15.87 120 0.175205 3'-0 Pf 2.159 18 -4'-6'% 92.869 9'-4 Pe 1.298 2 -7'-6 96.326 E(9'-4) 12'-4 Pv UG 6.2800 283.77 2.94 140 0.002171 82'-4 Pf 0.240 2 -7'-6 96.326 28'-4'/z Pe -2.179 6 -2'-6 94.387 2LtE(14'-2) 110'-8% Pv UG 6.2800 283.77 2.94 120 0.002888 8'-0 Pf 12.054 6 -2'-6 94.387 10'-8 Pe 8 -2'-6 106.441 BFP(-12.000),LtE(10'-8) 18'-8 Pv FR 6.2800 283.77 2.94 140 0.002171 19'-8 Pf 0.084 8 -2'-6 106.441 18'-11 Pe 2.172 1 -7'-6 108.696 LtE(14'-2),GV(4'-8%),S 38'-7 Pv 100.00 Hose AllowanceAt Source 1 383.7 7 w Route 2 DR 1.0490 19.92 7.39 120 0.129139 2'-2 Pf 1.186 319 21'-1 19.92 5.6 12.650 Sprinkler, 7'-0 Pe -0.428 93 22'-1 13.408 E(2'-0),T(5'-0) 9'-2 Pv - Route 3 DR 1.0490 21.63 8.03 120 0.150475 8'-10 Pf 1.933 301 21'-1 21.63 5.6 14.924 Sprinkler, 4'-0 Pe -0.434 42 22'-1 16.423 2E(2'-0) 12'-10 Pv BL 1.0490 43.54 16.16 120 0.548816 5'-0'% Pf 2.766 42 22'-1 21.91 16.423 Flow(q)from Route 4 Pe 43 22'-1 19.189 5'-0%z Pv BL 1.0490 67.34 25.00 120 1.2297 96 13'-8'/: Pf 22.997 43 22'-1 23.80 19.189 Flow(q)from Route 7 5'-0 Pe 0.006 44 22'-1 42.192 P0(5'-0) 18'-8'/: Pv Route4 DR 1.0490 21.91 8.13 120 0.154009 3'-1 Pf 1.554 302 21'-1 21.91 5.6 15.303 Sprinkler, 7'-0 Pe -0.434 42 22'-1 16.423 E(2'-0),T(5'-0) 10'-1 Pv Route 5 DR 1.0490 22.03 8.18 120 0.155622 2'-0 Pf 1.398 324 21'-1 22.03 5.6 15.476 Sprinkler, 7'-0 Pe -0.428 92 22'-1 16.446 E(2'-0),T(5'-0) 9'-0 Pv Route 6 ©M.E.P.CAD,Inc. NU AutoSPRINK2018 v14.2.12.0 8/6/2018 11:06:27 AM Page 6 b�ii Hydraulic Analysis Job Number:1 Report Description:Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length DR 1.0490 23.80 8.83 120 0.17 9519 11-0 Pf 2.692 306 21'-1 23.80 5.6 18.061 Sprinkler, 4'-0 Pe -0.434 58 22'-1 20.319 2E(2'-0) 15'-0 Pv BL 1.0490 48.26 17.92 120 0.663965 9'-10'% Pf 6.546 58 22'-1 24.46 20.319 Flow(q)from Route 8 Pe 59 22'-1 26.865 9'-10% Pv BL 1.0490 76.34 28.34 120 1.550921 3'-11 Pf 13.813 59 22'-1 28.08 26.865 Flow(q)from Route 12 5'-0 Pe 0.006 60 22'-1 40.683 P0(5'-0) 8'-11 Pv Route 7 DR 1.0490 23.80 8.84 120 0.17 9588 1'-8 Pf 1.554 304 21'-1 23.80 5.6 18.069 Sprinkler, 7'-0 Pe -0.434 43 22'-1 19.189 E(2'-0),T(5'-0) 8'-8 Pv Route 8 DR 1.0490 24.46 9.08 120 0.188894 1-10 Pf 1.670 310 21'-1 24.46 5.6 19.083 Sprinkler, 7'-0 Pe -0.434 58 22'-1 20.319 E(2'-0),T(5'-0) 8'-10 Pv Route 9 DR 1.0490 25.70 9.54 120 0.206920 6-6% Pf 2.182 327 21'-1 25.70 5.6 21.059 Sprinkler, 4'-0 Pe -0.428 102 22'-1 22.813 2E(2'-0) 10'-6%z Pv BL 1.0490 51.58 19.15 120 0.750824 16-11% Pf 16.471 102 22'-1 25.88 22.813 Flow(q)from Route 10 5'-0 Pe 103 22'-1 39.284 P0(5'-0) 21-11% Pv CM 2.1570 51.58 4.53 120 0.022432 4'-11% Pf 0.111 103 22'-1 39.284 Pe 90 22'-1 39.396 4'-11%z Pv OF Route 10 DR 1.0490 25.88 9.61 120 0.209629 2'-0 Pf 1.884 328 21'-1 25.88 5.6 21.357 Sprinkler, 7'-0 Pe -0.428 102 22'-1 22.813 E(2'-0),T(5'-0) 9'-0 Pv OF Route 11 DR 1.0490 27.06 10.04 120 0.227597 2'-0 Pf 2.045 325 21-1 27.06 5.6 23.343 Sprinkler, 7'-0 Pe -0.428 91 22'-1 24.960 E(2'-0),T(5'-0) 9'-0 Pv - Route 12 DR 1.0490 28.08 10.42 120 0.2437 90 1'-10 Pf 2.156 311 21'-1 28.08 5.6 25.143 Sprinkler, 7'-0 Pe -0.434 59 22'-1 26.865 E(2'-0),T(5'-0) 8'-10 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) a C Value Multiplier= Actual Inside Diameter 4'87 ( Value Of C 100 0 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor .713 1.16 1.33 1.51 ©M.E.P.CAD,Inc. NU AutoSPRINK2018 v14.2.12.0 8/6/2018 11:06:27 AM Page 7 Hydraulic Analysis Job Number:1 Report Description:Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length 1 Pipe Type Legend Units Legend Fittings Legend ' AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Len th Foot C Cross Flow Turn 90° FR Feed Riser 9 cplg Coupling Friction Loss psi/Foot MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger CV Check Valve Pt Total pressure at a point in a pipe RN Riser Nipple DeIV Deluge Valve SP Sprig Pn Normal pressure ata point in a pipe DPV Dry Pipe Valve ST Stand Pipe Pf Pressure loss due to friction between points E 90°Elbow UG Underground Pe Pressure due to elevation difference between indicated points EE 45°Elbow Pv Velocity pressure at a point in a pipe Eel 111/4°Elbow Ee2 22W Elbow 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 GIoV 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 ©M.E.P.CAD,Inc. ,Oy AutoSPRINK2018 v14.2.12.0 8/6/2018 11:06:27AM Page 8 75 South Frontage Road Fire-Construction Permit West, TOWN OFVAIL F18-0051 Vail,CO 81657 Issued: 08/10/2018 TOWN of VAIL0.ZOffice:970.479.2139 Inspections: inspections@vailgov.com Property Information Address: 100 E MEADOW DR 24(210 10 82560 24) Unit#:24 ParcelNumber: 21010 82560 24 Legal Description: Subdivision:VAILVILLAGE PLAZACONDOS Unit:24 BK-0684 PG-0190 WD 12-15-95 Contacts ContactType:Applicant Full Name:Don Anderson Address: PO Box 3940 331 MetcalfRd Avon,CO 81620 Phone: 9707488888 ContactType:PropertyOwner Full Name:NICO VAIL INC SLIFERMGMT Address: PO BOX 2264 24 EDWARDS,CO 816322264 Phone: None ContactType:PropertyOwner Full Name:Common Area Address: Phone: None Contractor Contractor Type:Fire Protection Company: Meridian IntermountainNail Electronics State License#: Phone: 970-748-8888 Projecilnformation ProjectName:Nico Vail Restaurant 2018 La Nonna Restaurant-modify existing fire sprinklersystem to accommodate new wall and ceilings in Lower ProjectDescription: Level.Add Fire sprinklerper the plans dated 2/26/18 by currentArchitects in the Main Level.Add isolation valve forthe area Fees Paid Account#:001-0000.31111.00 Fire SuppressionPermit Fee Fee Amount: $765.00 Account#:001-0000.31123.00 Fire SuppressionReviewFee Fee Amount: $432.00 TotalPaid: $1,197.00 Conditions Issued By:Town of V ailFire and EmergencyServices Department NOTICE: By issuance of this Permitthe applicant agrees to complyto all Titles of the Townof Vail Code and all applicable State and Federal law.Failure to do so will void this Permit and the applicant shall forfeitall applicable fees. Hydraulic Overview Job Number:1 Report Description:Light Hazard Job Number Design Engineer 1 Job Name: Phone FAX Lallonna Address 1 State Certification/License Number 100 E Meadow Drive Address 2 AHJ Vail,CO 81657 Address 3 Job Site/Building Density Area of Application 0.10gpm/ft2 1500ft2(Actual 1006ft2) Most Demanding Sprinkler Data Hose Streams 5.6 K-Factor 14.82 at 7.000 100.00 Coverage Per Sprinkler Number IN Sprinklers Calculated 130ft2 10 System Pressure Demand System Flow Demand 72.370 199.43 Total Demand Pressure Result 299.43 @ 72.370 +55.882(43.6%) Supplies V Check Point Gauges Node Name Flow(oom) Hose Flow(gpm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(gpm) 1 Water Supply 1180.60 100.00 135.000 49.600 AS 1 7-27-2018.cad Water Supply at Node 1 (1180.60, 100.00, 135.000,49.600) 150 II I I I 135 Static Pressure 135.000 120 105 90 • — n • a • , ,.•" '' 75 199.43 @ 72.370 r:r r� 299.43 with hose streams 60 l 1180.60 @ 49.600 45 System demand curve 30 15 0 Lun ]11111 III 1111 1 1 1 1 1 1 111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I 1 005010001250 1500 1750 2000 2250 2500 Water flow,gpm ©M.E.P.CAD,Inc. AutoSPRINK 2018 v14.2.12.0 8/6/2018 11:08:32AM Page 1 ; Hydraulic Summary j Job Number:1 Report Description:Li ht Hazard Job Job Number Design Engineer 1 Job Name: State Certification/License Number Lallonna Address 1 AHJ 100 E Meadow Drive Address 2 Job Site/Building Vail,CO 81657 Address 3 Drawing Name AS 1 7-27-2018.cad System RemoteArea(s) I Most Demanding Sprinkler Data Occupancy Job Suffix 5.6 K-Factor 14.82 at 7.000 Light Hazard Hose Allowance At Source Density Area of Application 100.00 0.10gpm/ft2 1500ft2(Actual 1006ft2) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(gpm) 10 130ft2 AutoPeak Results:Pressure For Remote Area(s)Adjacent To Most Remote Area Total Hose Streams 100.00 System Flow Demand Total Water Required(Including Hose Allowance) 199.43 299.43 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 19.07 between nodes 12 and 13 Maximum Velocity Under Ground 2.07 between nodes 6 and 2 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 254.30gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) (psi) @ (gpm) (psi) (psi) 1 Water Supply 100.00 135.000 49.600 1180.60 128.251 299.43 72.370 55.882 Contractor_ dMIIM Contractor Number Contact Name Contact Title 25 Jerry Goss Name of Contractor. Phone Extension Meridian Intermountain 970-748-8888 Address 1 FAX P.O.Box 3940 Address 2 E-mail Avon,Colorado 81620 Address 3 Web-Site L� ©M.E.P.CAD,Inc. i AutoSPRINK 2018 v14.2.12.0 8/6/2018 11:08:35AM Page 2 Hydraulic Graph Job Number:1 Report Descri.tion:Li.ht Hazard Water Supply at Node 1 150 135 Static Pressure 135.000 120 105 90 .N PI 75 99.43 @ 72.370 299.43 with hose streams 60 1180.60 @ 49.600 45 System demand curve 30 15 0 M111111111 111111111 111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ] 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I 0250 500 750 1000 1250 1500 1750 2000 2250 2500 Water flow,gpm Hydraulic Graph Water Supply at Node 1 Static:Pressure 135.000 Residual:Pressure 49.600 @ 1180.60 Available Pressure at Time of Test 128.251 @ 299.43 system Demane 72.370 @ 199.43 System Demand(Including Hose Allowance at Source) 72.370 @ 299.43 �4 ©M.E.P.CAD,Inc. Ng AutoSPRINK 2018 v14.2.12.0 8/6/2018 11:0 8:36AM Page 3 r .74 Summary Of Outflowing Devices I Job Number:1 C--., 5 - Report Description:Light Hazard Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) Sprinkler 330 21.93 13.00 5.6 15.341 Sprinkler 331 21.53 13.00 5.6 14.780 Sprinkler 336 15.39 13.00 5.6 7.555 * Sprinkler 337 14.82 13.00 5.6 7.000 Sprinkler 338 20.73 13.00 5.6 13.698 Sprinkler 339 21.46 13.00 5.6 14.687 Sprinkler 340 18.08 13.00 5.6 10.421 Sprinkler 345 20.53 13.00 5.6 13.435 Sprinkler 346 21.25 13.00 5.6 14.406 Sprinkler 347 23.71 13.00 5.6 17.930 '' Most Demanding Sprinkler Data E,©M.E.P.CAD,Inc. In AutoSPRINK 2018 v14.2.12.0 8/6/2018 11:0 8:43AM Page 4 ('_ Node Analysis Job Number:1 ~ ' ' Report Description:Light Hazard Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -7'-6 S 72.370 199.43 330 21'-1 Spr(-15.341) 15.341 21.93 331 21'-1 Spr(-14.780) 14.780 21.53 336 21'-1 Spr(-7.555) 7.555 15.39 337 21'-1 Spr(-7.000) 7.000 14.82 338 21'-1 Spr(-13.698) 13.698 20.73 339 21'-1 Spr(-14.687) 14.687 21.46 340 21'-1 Spr(-10.421) 10.421 18.08 345 21'-1 Spr(-13.435) 13.435 20.53 346 21'-1 Spr(-14.406) 14.406 21.25 347 21'-1 Spr(-17.930) 17.930 23.71 2 -7'-6 E(9'-4) 60.180 6 -2'-6 LtE(14'-2) 58.126 8 -2'-6 LtE(10'-8) 70.154 12 12'-2 37.140 13 22'-1 T(12'-31,4) 29.499 18 -4'-6'% BV(12'-0) 57.758 23 -3'-0'% T(12'-0) 56.600 25 0'-6 E(6'-2) 54.742 104 22'-1 P0(5'-0) 20.527 105 22'-1 T(5'-0) 16.300 125 22'-1 T(5'-0) 15.591 126 22'-1 P0(5'-0) 19.591 127 22'-1 T(5'-0) 10.964 128 22'-1 T(5'-0) 7.900 138 22'-1 P0(5'-0) 19.210 140 22'-1 P0(5'-0) 19.102 148 22'-1 T(5'-0) 15.287 L©M.E.P.CAD,Inc. 15 AutoSPRINK 2018 v14.2.12.0 8/6/2018 11:08:44AM Page 5 iii Hydraulic Analysis Job Number:1 Report Description:Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length OF Route 1 DR 1.0490 14.82 5.50 120 0.074703 13'-9'% Pf 1.328 337 21'-1 14.82 5.6 7.000 Sprinkler, 4'-0 Pe -0.428 128 22'-1 7.900 2E(2'-0) 17'-9'% Pv BL 1.0490 30.21 11.21 120 0.279071 10'-11'% Pf 3.063 128 22'-1 15.39 7.900 Flow(q)from Route 2 Pe 127 22'-1 10.964 _ 10'-11'% Pv BL 1.0490 48.29 17.93 120 0.664592 8'-0 Pf 8.628 127 22'-1 18.08 10.964 Flow(q)from Route 3 5'-0 Pe 126 22'-1 19.591 P0(5'-0) _ 13'-0 Pv CM 2.1570 155.97 13.69 120 0.173747 5'-4'/ Pf 0.935 126 22'-1 65.49+42.19 19.591 Flow(q)from Route 4 and 5 Pe 104 22'-1 20.527 5'-4'/ Pv CM 2.1570 199.43 17.51 120 0.273791 20'-6 Pf 8.977 104 22'-1 43.46 20.527 Flow(q)from Route 8 12'-3'/: P• e -0.005 13 22'-1 29.499 T(12'-3%z) _ 32'-9'% Pv FM 2.0670 199.43 19.07 120 0.336946 9'-11 Pf 3.342 13 22'-1 29.499 Pe 4.299 12 12'-2 37.140 9'-11 Pv CM 2.1570 199.43 17.51 120 0.273791 39'-7'% Pf 12.537 12 12'-2 37.140 6'-2 Pe 5.065 25 0'-6 54.742 E(6'-2) 45'-9%Pv FR 2.7030 199.43 11.15 120 0.091239 3'-61/2 P• f 0.323 25 0'-6 54.742 Pe 1.535 23 -3'-0% 56.600 f(-0.000) 3'-6'/ P• v DY 4.0260 199.43 5.03 120 0.013108 0'-0 Pf 0.524 23 -3'-0'% 56.600 40'-0 Pe 0.633 18 -4'-6% 57.758 ALV(28'-0),BV(12'-0) 40'-0 Pv FR 2.7030 199.43 11.15 120 0.091239 3'-0 Pf 1.124 18 -4'-6'% 57.758 9'-4 Pe 1.298 2 -7'-6 60.180 E(9'-4) 12'-4 Pv UG 6.2800 199.43 2.07 140 0.001131 82'-4 Pf 0.125 2 -7'-6 60.180 28'-4'/Pe -2.179 6 -2'-6 58.126 2LtE(14'-2) 110'-8'%Pv UG 6.2800 199.43 2.07 120 0.001504 8'-0 Pf 12.028 6 -2'-6 58.126 10'-8 Pe 8 -2'-6 70.154 BFP(-12.000),LtE(10'-8) 18'-8 Pv FR 6.2800 199.43 2.07 140 0.001131 19'-8 Pf 0.044 8 -2'-6 70.154 18'-11 Pe 2.172 1 -7'-6 72.370 LtE(14'-2),GV(4'-8'/),S 38'-7 Pv 100.00 Hose Allowance At Source 1 299.43 -• - Route2 DR 1.0490 15.39 5.71 120 0.080165 2'-8 Pf 0.773 336 21'-1 15.39 5.6 7.555 Sprinkler, 7'-0 Pe -0.428 128 22'-1 7.900 E(2'-0),T(5'-0) 9'-8 Pv - Route 3 DR 1.0490 18.08 6.71 120 0.107947 2'-0 Pf 0.970 340 21'-1 18.08 5.6 10.421 Sprinkler, 7'-0 Pe -0.428 127 22'-1 10.964 E(2'-0),T(5'-0) 9'-0 Pv Route 4 DR 1.0490 20.53 7.62 120 0.136536 12'-8'% P• f 2.280 345 21'-1 20.53 5.6 13.435 Sprinkler, 4'-0 Pe -0.428 148 22'-1 15.287 2E(2'-0) 16-8%Pv BL 1.0490 41.78 15.51 120 0.508494 2'-8%Pf 3.929 148 22'-1 21.25 15.28 7 Flow(q)from Route 6 5'-0 Pe -0.006 138 22'-1 19.210 P0(5'-0) 7'-8'%Pv CM 2.1570 65.49 5.75 120 0.0348 96 10'-9 Pf 0.376 138 22'-1 23.71 19.210 Flow(q)from Route 10 Pe 0.006 126 22'-1 19.591 10'-9 Pv Route 5 DR 1.0490 20.73 7.69 120 0.139009 12'-8'/ Pf 2.321 338 21'-1 20.73 5.6 13.698 Sprinkler, 4'-0 Pe -0.428 125 22'-1 15.591 2E(2'-0) 16-8%Pv _ BL 1.0490 42.19 15.66 120 0.517685 2'-8%Pf 4.000 125 22'-1 21.46 15.591 Flow(q)from Route 7 5'-0 Pe 126 22'-1 19.591 P0(5'-0) 7'-8%Pv - Route 6 DR 1.0490 21.25 7.89 120 0.145636 2'-0 Pf 1.309 346 21'-1 21.25 5.6 14.406 Sprinkler, 7'-0 Pe -0.428 148 22'-1 15.287 E(2'-0),T(5'-0) 9'-0 Pv ©M.E.P.CAD,Inc. MU AutoSPRINK 2018 v14.2.12.0 8/6/2018 11:08:46AM Page 6 b�ii Hydraulic Analysis Job Number:1 Report Description:Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length OF Route 7 DR 1.0490 21.46 7.97 120 0.148263 2'-0 Pf 1.332 339 21'-1 21.46 5.6 14.687 Sprinkler, 7'-0 Pe -0.428 125 22'-1 15.591 E(2'-0),T(5'-0) 9'-0 Pv - Route 8 _ DR 1.0490 21.53 7.99 120 0.149137 9'-O'/ Pf 1.948 331 21'-1 21.53 5.6 14.780 Sprinkler, 4'-0 Pe -0.428 105 22'-1 16.300 2E(2'-0) 13'-01/2 Pv BL 1.0490 43.46 16.13 120 0.547017 2'-8'/2 Pf 4.226 105 22'-1 21.93 16.300 Flow(q)from Route 9 5-0 Pe 104 22'-1 20.527 P0(5'-0) 7'-8%z Pv Route 9 DR 1.0490 21.93 8.14 120 0.154361 2'-0 Pf 1.387 330 21'-1 21.93 5.6 15.341 Sprinkler, 7'-0 Pe -0.428 105 22'-1 16.300 E(2'-0),T(5'-0) 9'-0 Pv OF Route 10 DR 1.0490 23.71 8.8 0 120 0.178 317 2'-0 Pf 1.605 347 21'-1 23.71 5.6 17.930 Sprinkler, 7'-0 Pe -0.434 140 22'-1 19.102 E(2'-0),P0(5'-0) 9'-0 Pv CM 2.1570 23.71 2.08 120 0.005327 8'-0 Pf 0.108 140 22'-1 19.102 12'-3% Pe 138 22'-1 19.210 P0(12'-3%) 20'-31/2 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) iii C Value Multiplier Actual Inside Diameter 4.8 7 87 ( Value Of C 100 0 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor .713 1.16 1.33 1.51 ©M.E.P.CAD,Inc. ,111 AutoSPRINK 2018 v14.2.12.0 8/6/2018 11:08:46AM Page 7 Hydraulic Analysis Job Number:1 Report Description:Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length . Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Len th Foot C Cross Flow Turn 90° FR Feed Riser g cplg Coupling Friction Loss psi/Foot MS Miscellaneous Cr Cross Run HWC Hazen-Williams Constant OR Outrigger CV Check Valve Pt Total pressure ata point in a pipe RN Riser Nipple DeIV Deluge Valve SP Sprig Pn Normal pressure at a point in a pipe DPV Dry Pipe Valve ST Stand Pipe Pf Pressure loss due to friction between points E 90°Elbow UG Underground Pe Pressure due to elevation difference between indicated points EE 45°Elbow Pv Velocity pressure at a point in a pipe Eel 111/4°Elbow Ee2 22W Elbow 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 GIoV 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 ©M.E.P.CAD,Inc. ,111 AutoSPRINK 2018 v14.2.12.0 8/6/2018 11:08:46AM Page 8