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HomeMy WebLinkAboutF18-0051_approved documents_1533936976.pdf 75 South Frontage Road Fire -Construction Permit West, TOWN OF VAIL F18-0051 Vail, CO 81657 Issued: 08/10/2018 TOWN of VAILOFOffice:970.479.2139 Inspections: inspections@vailgov.com Property Information Address: 100 E MEADOWDR24 (210(210108256024) Unit#:24 P a r c e IN u tuber: 21010 82560 24 LegalDescription: Subdivision:VAIL VILLAGE PLAZA CONDOS Unit:24 BK-0684 PG-0190WD 12-15-95 Contacts ContactType: Applicant FuIlName: Don Anderson Address: PO Box 3940331 Metcalf Rd Avon,CO 81620 Phone: 9707488888 ContactType: PropertyOwner FuIlName: NICO VAIL INC SLIFERMGMT Address: PO BOX 2264 24 EDWARDS,CO 816322264 Phone: None ContactType: PropertyOwner FuIlName: Common Area Address: Phone: None Contractor Contractor Type: Fire Protection Company: Meridian IntermountainNail Electronics State License#: Phone: 970-748-8888 Projectlnformation ProjectName: Nico Vail Restaurant 2018 La Nonna Restaurant-modify existing fire sprinklersystem to accommodate new wall and ceilings in Lower ProjectDescription: Level.Add Fire sprinklerperthe plans dated 2/26/18 bycurrentArchitects in the Main Level.Add isolation valve forthe area Fees Paid Account:001-0000.31111.00-Fire SuppressionPermitFee Fee Amount: $765.00 Account:001-0000.31123.00 Fire SuppressionReviewFee Fee Amount: $432.00 TotalPaid: $1,197.00 Conditions Issued By: Town ofVailFire and EmergencyServices Department NOTICE: By issuance of this Permitthe applicantagrees to complyto all Titles of the Townof Vail Code and all applicable State and Federal law. Failure to do so will void this Permitand the applicantshall forfeitall applicable fees. +� Hydraulic Overview JobNumber:1 Report Description:OrdinaryGroup I Job Job Number Design Engineer 1 Job Name: Phone FAX Lallonna Address 1 Slate 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 Of Sprinklers Calculated 130ft2 12 System Pressure Demand system Eke 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 III I 135 EStatic Pressure 135.000 120 283.77 @ 108.696 105 383.7 3. 1 7 with hose streams N • 90 rar. n • a,, :^ , •. a,1, C. 75 2 60 System demand curve 1180.60.@ 49.600 45 30 15 0 1111111I.IIIIIIIII111111111111111111 111111111 11111111 111111111 111111111 111111111 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 } ; Hydraulic Summary JobNumber:1 Report Description:OrdinaryGroup I Job Job Number Design Engineer 1 Job Name: Slate 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 Remote Area(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 Per Sprinkler Node Flow(qpm) 12 130ft2 AutoPeak Results:Pressure Far 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 Contractors 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. AutoSPRINK 2018 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 W 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. AutoSPRINK 2018 v14.2.12.0 8/6/2018 11:06:18AM Page 3 r .74 Summary Of Outflowing Devices Job Number:1 r' ' - 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 E,©M.E.P.CAD,Inc. In AutoSPRINK 2018 v14.2.12.0 8/6/2018 11:06:24AM Page 4 1 Node Analysis Job Number:1 it ' ' 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 L©M.E.P.CAD,Inc. 15AutoSPRINK 2018 v14.2.12.0 8/6/2018 11:06:25AM 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 2.1570 283.77 24.91 120 0.525759 39'-7'%Pf 24.074 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 Allowance At 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 Route 4 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 Z©M.E.P.CAD,Inc. NUAutoSPRINK 2018 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. ,111 AutoSPRINK 2018 v14.2.12.0 8/6/2018 11:06:27AM 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 iPipe 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 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. ,111 AutoSPRINK 2018 v14.2.12.0 8/6/2018 11:06:27AM Page 8 Hydraulic Overview JobNumber:1 Report Description:Light Hazard Job Job Number Design Engineer 1 Job Name: Phone FAX Lallonna Address 1 Slate 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(Actual1006ft2) Most Demanding Sprinkler Data Hose Streams 5.6 K-Factor 14.82 at 7.000 100.00 Coverage Per Sprinkler Number Of 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 WaterSupply 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 rar; n •81 1, • , ,.•" '' 75 199.43 @ 72.370 299.43 with hose streams 60 l 1180.60 @ 49.600 45 System demand curve 30 15 I 0 Lun ]111111 1 1 l 111111111 11111111 111111111 111 1 1 1 1 1 1 I I I I I l l 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 JobNumber:1 Report Description:Li ht Hazard Job Job Number Design Engineer 1 Job Name: Slate 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 14.82 at 7.000 Light Hazard Hose AllowanceAt Source Density Area of Application 100.00 0.10gpm/ft2 1500ft2(Actual1006ft2) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(gpm) 10 130ft2 AutoPeak Results:Pressure For RemoteArea(s)Adjacent To Most RemoteArea TotalHose Streams 100.00 System Flow Demand TotalWaler 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 Contractors 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. 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 PI 75 99.43 @ 72.370 299.43 with hose streams 60 1180.60 @ 49.600 45 System demand curve 30 15 0 MIB I_I I I I I I I I I I I I I I I I I I 111111111 111111111 111 11 1 I I I I I I I I I I I I I I I I I I I I 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 Demand 72.370 @ 199.43 System Demand(Including Hose Allowance at Source) 72.370 @ 299.43 ,/L�,©M.E.P.CAD,Inc. 111 AutoSPRINK 2018 v14.2.12.0 8/6/2018 11:0 8:36AM Page 3 1 Summary Of Outflowing Devices I Job Number:1 • - 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 k,©M.E.P.CAD,Inc. in AutoSPRINK 2018 v14.2.12.0 8/6/2018 11:0 8:43AM Page 4 �1 Node Analysis Job Number:I ' ' 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 AllowanceAt Source 1 299.43 -• - Route 2 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 0.034896 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'-81/2 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'-31/2) 20'-3'/z 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 pressureat a point in a pipe RN Riser Nipple DeIV Deluge Valve SP Sprig Pn Normal pressureat 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 pressureat 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. 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