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HomeMy WebLinkAboutF12-0034 HYDRAULIC CALCS Nil.Zc..r.eek Unit. 401 & ?�4;306 Rem !'.raw..i..nc� Dat�: 07. 0?.'. . .i2 7; 4i; .?, i..1.: .�.9 IiYDRAULIC DESIGN ZNFORMATION SFIEET Job Name: Millcreek Unit 401 & 304/306 Rem Location: :�.ii._1..1. Creek Cour.t I3ui.l..d.a.ng Vail, CO Drawiny Date: 07.02.12 P.emote Area Numk�er: 1 Contractor: Assurance Fire Telephor1e:303.550. 1912 10804 West Coco P1ace Li.tt.l.eton, CO 80127 Designer: RJ Dussart Calculated By:SprinkCAD www.sprinkcad.COP,"L 451 N. Cannon Ave. Lansdale, PA 19446 Construction: V-B Occupancy•R R.eviewing Authorivies:City of Vail SYSTEM DESIGN - ---- Code:iQFPA13 Hazar_d:RES System Type:WET Area of Sprinkler Oper. sq ftl Sprink_1er ar Pdozzle Density !gpm/sq ft) 0. 100 � Make: Viking Area per Spririkler 132 .0 sq ftl Model: Freedom Hose Allowance Inside 50 gpm � K-Factor: 4. 90 Hose Allawance Outside 50 gpm � 'Temperature Rating: 155 _......_..........................................................._.................._..............._......._.................._._......_......_.._.._._.........._....._.............._..................................................._...........-------...---------------------------- CALCULATION SUMMARY 4 E'lowing Outlets gpm Required: 154.0 psi Required: 54.2 @ City Supply WATER SUPP�,Y Wate.r Flow Test � Pump Data � Date of Test I Rated Capacity 0 gpm � Static Pressure 57.2 psi i Rated Pressure 0. 0 psi � Residual Pres 90.0 psi � Elevation 0 � At a Flow of 583 gpm i Make: � rlevation 0" i Model; � Location: Source of Information: SYSTEM VOLUME 24 Gallons Notes: �o��p,p,D 0, �F�L .• . o • ' G . . . �. •U y� 4 81 � �•.� �j !/.�� '� ✓.. ..•••��a<c. ��ONALE� Job Water Required Hose Allowance Millcreek Unit 401 & 304/306 Rem Static Pressure: 97.2 psi Pressure: 54.2 psi Inside: 50 gpm Mill Creek Court Building Residual Pressure: 90.0 psi System Flow: 54 gpm Outside: 50 gpm Vail, CO Flow: 583 gpm System+Hose: 154 gpm Remote Area: 1 Date: Safety Pres: 42.4 psi Loc: Head Elev Pres: 10.1 psi 140 120 100 Sup I 80 P S I 60 100 gpm hose 40 20 10.1 psi 100 150 200 250 300 350 400 450 500 Flow (gpm) Nillcreek Unit 401 & 304/306 Rem Drawing Date:07. 02. 12 7/ 4/12 11 :19 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 54 35.7 psi 1 11�" Thrd Butterfly Valve Milwauk "B 0 ' 120 1 . 380 54 0 . 0 1 11�" Thrd Check Valve Generic NFPA V 7 ' 120 1 . 380 54 1 . 5 1 1-1/2" Thrd Tee DI 8 ' 120 1 . 610 54 1 . 1 2 1-1/2" Thrd 90 Ell CI 8 ' 120 1 . 610 54 1 . 1 1 11�" Fingd Back Flow Valve Watts "70 CHART LOSS 54 4 . 5 Fixed Flow Inside Hose Allow. 50 gpm Total Loss for Riser 8.3 psi Hydr Ref Rl Required at Base of Riser 104 44 .0 psi 2 2" CPVC 90 Ell 18 ' 120 2 . 067 104 2 . 1 1 2" Thrd Gate Valve Kennedy 1 ' 120 2 . 067 104 0 . 1 1 2" CPVC Tee 1 ' 120 2 . 067 104 0 . 1 1 Pipe 2" PVx15 100 ' 150 2 . 003 104 7 . 8 Fixed Flow Outside Hose Stream 50 gpm Total Loss for Underground 10.2 psi Hydr Ref R2 Required at City Supply 154 54 .2 psi Water Source 97 .2 psi static, 90 . 0 psi residual @ 583 gpm 154 gpm 96. 6 psi SAFETY PRESSURE 42 .4 psi Available Pressure of 96. 6 psi Exceeds Required Pressure of 54 .2 psi This is a safety margin of 42 .4 psi or 44 � of Supply Maximum Water Velocity is 14 . 4 fps Nillcreek Unit 401 & 304/306 Rem Drawing Date:07. 02. 12 7/ 4/12 11 :19 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45 ' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG' S Number of fittings . See table above. TOTAL Total length (PIPE + FTNG' S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0 . 433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 . 52 x (Q/C) ^1 . 85 / ID^4 . 87 Pv Velocity pressure (psi) where Pv = 0 . 001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES : - Pressures are balanced to 0 . 01 psi . Pressures are listed to 0 . 1 psi. Addition may vary by 0 . 1 psi due to accumulation of round off. - Calculations conform to NFPA 13 . - Velocity Pressures are not considered in these Calculations Nillcreek Unit 401 & 304/306 Rem Drawing Date:07. 02. 12 7/ 4/12 11 :19 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^1�) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 101 25 . 38 7 . 7 1015 24 . 87 4 . 90 7 .3 13 .2 13 .2 0 . 10 102 25 . 38 8 . 9 1025 24 . 87 4 . 90 8 . 4 14 .2 13 . 0 0 . 12 103 25 . 38 8 . 1 1035 24 . 87 4 . 90 7 . 7 13 . 6 13 . 0 0 . 54 104 25 . 38 7 . 5 1045 24 . 87 4 . 90 7 . 1 13 . 1 13 . 0 0 . 10 A7 1 . 50 35 . 6 B1 25 . 38 8 . 4 B2 25 . 38 8 . 7 B3 25 . 38 9. 5 Fl 25 . 38 19. 0 W 1 . 50 35 . 7 Max velocity of 14 . 38 occurs in the pipe from A7 TO Fl Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. Nillcreek Unit 401 & 304/306 Rem Drawing Date:07. 02. 12 7/ 4/12 11 :19 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 104 TO W (PRIMARY PATH) 13 . 07 0 . 811 1E 0 . 50 7 . 1 7 . 1 K = 4 . 90 1045 C=120 2 . 57 -0 .2 0 . 0 13 . 07 0 .207 3 . 07 0 . 6 7 . 1 Vel = 8 . 19 0 . 995 1T 10 . 99 7 . 5 7 . 5 EqK = 4 . 76 104 C=150 5 . 84 0 . 0 0 . 0 13 . 07 0 . 051 16 . 83 0 . 9 7 . 5 Vel = 5 . 44 13 .20 1 .245 4 . 38 8 . 4 8 . 4 B1 C=150 0 . 00 0 . 0 0 . 0 See PATH 2 26.27 0 . 062 4 . 38 0 . 3 8 . 4 Vel = 6 . 99 13 . 56 1 .245 6 . 65 8 . 7 8 . 7 B2 C=150 0 . 00 0 . 0 0 . 0 See PATH 3 39. 83 0 . 134 6 . 65 0 . 9 8 . 7 Vel = 10 . 60 14 .21 1 .245 1T 34 .59 9. 5 9. 5 B3 C=150 5 . 49 0 . 0 0 . 0 See PATH 4 54 . 03 0 .235 40 . 08 9 . 4 9. 5 Vel = 14 . 38 1 .245 lE 23 . 88 19. 0 19. 0 F1 C=150 2 . 75 10 . 3 0 . 0 54 . 03 0 .235 26 . 62 6 . 3 19. 0 Vel = 14 . 38 1 . 639 1 . 00 35 . 6 35. 6 A7 C=120 0 . 00 0 . 0 0 . 0 54 . 03 0 . 093 1 . 00 0 . 1 35 . 6 Vel = 8 . 30 W 54 . 03 35 . 7 K = 9. 05 PATH 2 FROM HYDRAULIC REFERENCE 101 TO B1 13 .20 0 . 811 lE 0 . 50 7 . 3 7 . 3 K = 4 . 90 101S C=120 2 . 57 -0 .2 0 . 0 13 .20 0 .211 3 . 07 0 . 6 7 . 3 Vel = 8 .28 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Nillcreek Unit 401 & 304/306 Rem Drawing Date:07. 02. 12 7/ 4/12 11 :19 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 101 TO B1 CONTINUED 0 . 995 1E 5 .25 7 . 7 7 . 7 EqK = 4 . 76 101 C=150 1T 8 . 18 0 . 0 0 . 0 13 .20 0 . 052 13 . 42 0 . 7 7 . 7 Vel = 5 . 50 B1 13 .20 8 . 4 K = 4 . 56 PATH 3 FROM HYDRAULIC REFERENCE 103 TO B2 13 . 56 0 . 811 lE 0 . 50 7 . 7 7 . 7 K = 4 . 90 1035 C=120 2 . 57 -0 .2 0 . 0 13 . 56 0 .222 3 . 07 0 . 7 7 . 7 Vel = 8 . 51 0 . 995 1T 3 . 89 8 . 1 8 . 1 EqK = 4 . 76 103 C=150 5 . 84 0 . 0 0 . 0 13 . 56 0 . 054 9 . 73 0 . 5 8 . 1 Vel = 5 . 65 B2 13 .56 8 . 7 K = 4 . 61 PATH 4 FROM HYDRAULIC REFERENCE 102 TO B3 14 .21 0 . 811 1E 0 . 50 8 . 4 8 . 4 K = 4 . 90 1025 C=120 2 . 57 -0 .2 0 . 0 14 .21 0 .242 3 . 07 0 . 7 8 . 4 Vel = 8 . 91 0 . 995 1T 4 . 48 8 . 9 8 . 9 EqK = 4 . 75 102 C=150 5 . 84 0 . 0 0 . 0 14 .21 0 . 059 10 . 32 0 . 6 8 . 9 vel = 5 . 92 B3 14 .21 9 . 5 K = 4 . 60 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ,N..i..l.?.cr�e.k Un..i..t �?0_;'. & ?04';306 F.em ?'.r_-aw_i.:�c7 I:ata:��7. 0.?. . .7...� i,'' �;1 .?. 1.1.:20 AYDRAULIC DESIGN INFORMATION SHEET Job Name: Millcreek Unit 401 & 304/306 Rem LOC�tiOil: �`!�1._l..l. CTP_21<. COU.Tt BU1.a..C';.i.ng Vail, CO Drawing Date: 07.02.12 F,emote Area Nurnber: 2 Contractor: Assurance Fire Telephone: 303.550. 1912 10804 i�Vcst Coco Place Littl.eton, CO 8012_7 Designer: RJ Dussart , Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Cor.struct.i..on: V-B Occupar.cy:R Reviewing Authorities:City of Vail SYSTEM DESIGN Code:NFPA13 Hazard:RES System Type:WET Area of Sprinkler Opez, sq ft � Sprinkler or Nozzle Density (gpm/sq ft) 0. 100 � Make: Viking Area per Sprinkler 90.0 sq ftl Model: Freedom Hose Allowance Inside 50 gpm � K-Factor: 4. 90 Hose Allowance Outside 50 gpm � `Temperature Ratinc�: 155 _........._......................................................_......................_._.__................._._._.............__.._....._.._.._......_......_.._.......g........_................._.._.._...._........--------.._.._._.._.....__..........--------- - - CALCULATION SUMMARY 4 Flowin Outlets gpm Required: 153.3 psi Required: 57.2 @ City Supply WATER SUPPLY Water Flow Test � Pump Data � Date of Test j Rated Capacity 0 gpm ( Static Pressure 97.2 psi ( Rated Pressure 0.0 psi � Residual Pres 90.0 psi � Elevation 0 � At a Flow of 583 gpm I Make: � E.levation 0" i Model_: � Location: Source of Information: SYSTEM VOLUME 24 Gal]_ons - __._. Dtotes; ��p,p,00 , o •• v . : � • �: . $� �: ' (�� • 3 � •�, �� :�, •• � oF S%ONA1.E�� Job Water Required Hose Allowance Millcreek Unit 401 & 304/306 Rem Static Pressure: 97.2 psi Pressure: 57.2 psi Inside: 50 gpm Mill Creek Court Building Residual Pressure: 90.0 psi System Flow: 53 gpm Outside: 50 gpm Vail, CO Flow: 583 gpm System+Hose: 153 gpm Remote Area: 2 Date: Safety Pres: 39.3 psi Loc: Head Elev Pres: 10.1 psi 140 __ i i 120 100 Sup I I 80 ' P — — S I 60 - 100 gpm hose- - � � 40 20 - 10.1 psi - 100 150 200 250 300 350 400 450 500 Flow (gpm) Nillcreek Unit 401 & 304/306 Rem Drawing Date:07. 02. 12 7/ 4/12 11 :20 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 53 39.0 psi 1 11�" Thrd Butterfly Valve Milwauk "B 0 ' 120 1 . 380 53 0 . 0 1 11�" Thrd Check Valve Generic NFPA V 7 ' 120 1 . 380 53 1 . 5 1 1-1/2" Thrd Tee DI 8 ' 120 1 . 610 53 1 . 1 2 1-1/2" Thrd 90 Ell CI 8 ' 120 1 . 610 53 1 . 1 1 11�" Fingd Back Flow Valve Watts "70 CHART LOSS 53 4 . 5 Fixed Flow Inside Hose Allow. 50 gpm Total Loss for Riser 8.2 psi Hydr Ref Rl Required at Base of Riser 103 47.2 psi 2 2" CPVC 90 Ell 18 ' 120 2 . 067 103 2 . 1 1 2" Thrd Gate Valve Kennedy 1 ' 120 2 . 067 103 0 . 1 1 2" CPVC Tee 1 ' 120 2 . 067 103 0 . 1 1 Pipe 2" PVx15 100 ' 150 2 . 003 103 7 . 7 Fixed Flow Outside Hose Stream 50 gpm Total Loss for Underground 10.0 psi Hydr Ref R2 Required at City Supply 153 57 .2 psi Water Source 97 .2 psi static, 90 . 0 psi residual @ 583 gpm 153 gpm 96. 6 psi SAFETY PRESSURE 39.3 psi Available Pressure of 96. 6 psi Exceeds Required Pressure of 57 .2 psi This is a safety margin of 39.3 psi or 41 � of Supply Maximum Water Velocity is 14 .2 fps Nillcreek Unit 401 & 304/306 Rem Drawing Date:07. 02. 12 7/ 4/12 11 :20 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45 ' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG' S Number of fittings . See table above. TOTAL Total length (PIPE + FTNG' S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0 . 433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 . 52 x (Q/C) ^1 . 85 / ID^4 . 87 Pv Velocity pressure (psi) where Pv = 0 . 001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES : - Pressures are balanced to 0 . 01 psi . Pressures are listed to 0 . 1 psi. Addition may vary by 0 . 1 psi due to accumulation of round off. - Calculations conform to NFPA 13 . - Velocity Pressures are not considered in these Calculations Nillcreek Unit 401 & 304/306 Rem Drawing Date:07. 02. 12 7/ 4/12 11 :20 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^1�) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 201 25 . 38 7 . 4 2015 24 . 87 4 . 90 7 . 0 13 . 0 13 . 0 0 . 14 202 25 . 38 7 . 9 2025 24 . 87 4 . 90 7 .2 13 . 1 13 . 0 0 . 15 203 25 . 38 8 . 3 2035 24 . 87 4 . 90 7 . 9 13 . 7 13 . 0 0 . 55 204 25 . 38 8 . 0 2045 24 . 87 4 . 90 7 . 5 13 . 5 13 . 0 0 . 54 Al 25 . 38 8 .2 A2 25 . 38 8 . 7 A3 25 . 38 10 . 3 A7 1 . 50 39. 0 Dl 25 . 38 10 . 0 F1 25 . 38 22 . 5 W 1 . 50 39 . 0 Max velocity of 14 . 18 occurs in the pipe from A7 TO F1 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. Nillcreek Unit 401 & 304/306 Rem Drawing Date:07. 02. 12 7/ 4/12 11 :20 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 201 TO W (PRIMARY PATH) 12 . 96 0 . 811 1E 0 . 50 7 . 0 7 . 0 K = 4 . 90 2015 C=120 2 . 57 -0 .2 0 . 0 12 . 96 0 .204 3 . 07 0 . 6 7 . 0 Vel = 8 . 13 0 . 995 9 . 19 7 . 4 7 . 4 EqK = 4 . 76 201 C=150 0 . 00 0 . 0 0 . 0 12 . 96 0 . 050 9 . 19 0 . 5 7 . 4 Vel = 5 . 40 13 . 13 0 . 995 1T 7 . 46 7 . 9 7 . 9 EqK = 4 . 68 202 C=150 5 . 84 0 . 0 0 . 0 26. 09 0 . 182 13 . 30 2 . 4 7 . 9 Vel = 10 . 87 27 .20 1 .245 lE 38 . 57 10 . 3 10 . 3 A3 C=150 2T 14 . 64 0 . 0 0 . 0 See PATH 2 53 .29 0 .229 1F 53 .21 12 .2 10 . 3 Vel = 14 . 18 1 .245 lE 23 . 88 22 . 5 22 . 5 F1 C=150 2 . 75 10 . 3 0 . 0 53 .29 0 .229 26. 62 6 . 1 22 . 5 Vel = 14 . 18 1 . 639 1 . 00 39 . 0 39. 0 A7 C=120 0 . 00 0 . 0 0 . 0 53 .29 0 . 091 1 . 00 0 . 1 39. 0 Vel = 8 . 18 W 53 .29 39 . 0 K = 8 . 53 13 . 13 0 . 811 1T 0 . 50 7 .2 7 .2 K = 4 . 90 2025 C=120 3 . 86 -0 .2 0 . 0 13 . 13 0 .209 4 . 36 0 . 9 7 .2 Vel = 8 .23 202 13 . 13 7 . 9 K = 4 . 68 PATH 2 FROM HYDRAULIC REFERENCE 204 TO A3 13 . 46 0 . 811 lE 0 .50 7 . 5 7 . 5 K = 4 . 90 2045 C=120 2 . 57 -0 .2 0 . 0 13 . 46 0 .219 3 . 07 0 . 7 7 . 5 Vel = 8 . 44 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Nillcreek Unit 401 & 304/306 Rem Drawing Date:07. 02. 12 7/ 4/12 11 :20 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 204 TO A3 CONTINUED 0 . 995 1E 2 . 01 8 . 0 8 . 0 EqK = 4 . 76 204 C=150 2 . 34 0 . 0 0 . 0 13 . 46 0 . 054 4 . 34 0 .2 8 . 0 Vel = 5 . 61 0 . 995 8 . 88 8 .2 8 .2 A1 C=150 0 . 00 0 . 0 0 . 0 13 . 46 0 . 054 8 . 88 0 . 5 8 .2 Vel = 5 . 61 13 . 74 0 . 995 lE 4 .20 8 . 7 8 . 7 A2 C=150 2 . 34 0 . 0 0 . 0 See PATH 3 27 .20 0 . 197 6 . 54 1 . 3 8 . 7 Vel = 11 . 33 1 .245 4 . 41 10 . 0 10 . 0 D1 C=150 0 . 00 0 . 0 0 . 0 27 .20 0 . 066 4 . 41 0 . 3 10 . 0 Vel = 7 .24 A3 27 .20 10 . 3 K = 8 . 48 PATH 3 FROM HYDRAULIC REFERENCE 203 TO A2 13 . 74 0 . 811 1E 0 .50 7 . 9 7 . 9 K = 4 . 90 2035 C=120 2 . 57 -0 .2 0 . 0 13 . 74 0 .227 3 . 07 0 . 7 7 . 9 Vel = 8 . 62 0 . 995 1T 0 . 87 8 . 3 8 . 3 EqK = 4 . 76 203 C=150 5 . 84 0 . 0 0 . 0 13 . 74 0 . 056 6 . 71 0 . 4 8 . 3 Vel = 5 . 72 A2 13 . 74 8 . 7 K = 4 . 65 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)