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Report (6) F/3'2013-1Z/73 eg6, SW ,44i3 / ID A2 MaJ,n st. Drawing Date: 11-21-13 11/22/13 7: 7 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Main st. Location: 12650 sw Main st. Tigard, OR Drawing Date: 11-21-13 Remote Area Number: 1 Contractor: Crown Fire Systems Telephone: 503-777-5030 7402 se. Johnson Creek Blvd Portland Or. Arrrypn Designer: Gary Page Calculated By:SprinkCAD NOV G 6' 2013 www. sprinkcad.com 451 N. Cannon Ave . CITY a fiGAHD Lansdale, PA 19446 "1 r;s "".? Oa zr;ti j')t'` Construction: Occupancy: Reviewing Authorities : SYSTEM DESIGN Code: Hazard: System Type:WET Area of Sprinkler Oper. 768 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) RES 1 Make: Tyco Area per Sprinkler 256. 0 sq ftl Model: LFII Hose Allowance Inside 0 gpm E K-Factor: 4 . 90 Hose Allowance Outside 0 gpm I Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 154.4 psi Required: 52. 9 @ Source WATER SUPPLY Water Flow Test 1 Pump Data Date of Test 11-20-13 1 Rated Capacity 0 gpm Static Pressure 115. 0 psi 1 Rated Pressure 0 . 0 psi Residual Pres 100 . 0 psi 1 Elevation 0 At a Flow of 1565 gpm 1 Make: Elevation 3' 0" I Model : AMMORQt Location: SW. Main St. P ' • FS Source of Information: Hydrant Q�`y� �NGiN: .�s9 S A0•1 SYSTEM VOLUME 16 Gallons Notes : 'EGON �. OLY 9.20°1 •Ya.LWE4 RENEWAL:DEC.31,201_ Main st.' Drawing Date: 11-21 -13 11/22/13 7: 7 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 54 23.1 psi Elevation Change 20 ' 0" 8 . 7 1 1" CPVC 90 Ell CPVC 5 ' 120 1 . 049 54 5.2 1 1" CPVC Tee CPVC 1 ' 120 1 . 049 54 1 . 0 1 lV" Grvd Check Valve 0 ' 0 1 . 610 54 0. 0 1 Pipe PVxl5 BlazeMa Plastic 4 ' 150 1 . 598 54 0. 3 1 1-1/2" CPVC 90 Ell CPVC 7 ' 120 1 . 610 54 1 . 0 1 Pipe 1I" PVx15 BlazeMa Plastic 190 ' 150 1 .598 54 13. 4 1 1-1/2" CPVC Tee CPVC 1 ' 120 1 . 610 54 0 . 1 Fixed Flow Flow Loss 100 gpm Hydr Ref R1 Required at Source 154 52. 9 psi Water Source116. 3 psi static, 101 . 3 psi residual @ 1565 gpm 154 gpm 116. 1 psi SAFETY PRESSURE 63.2 psi NOTE: Water Source has been adjusted to include a change of elevation of 3 ' 0" flow test to point of connection Available Pressure of 116. 1 psi Exceeds Required Pressure of 52. 9 psi This is a safety margin of 63.2 psi or 54 % of Supply Maximum Water Velocity is 18 . 5 fps Nail, st.' Drawing Date:11-21-13 11/22/13 7: 7 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 Main st.' Drawing Date: 11-21-13 11/22/13 7: 7 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI'- ) ) (PSI) (GPM) (GPM) (GPM/SQ. FT) 1 20 . 00 6. 1 1S 10 . 00 4 . 90 8 . 4 14 .2 13. 0 0 .06 2 20 . 00 5. 8 2S 10 . 00 4 . 90 8 . 4 14 .2 13. 0 0 .06 3 20 . 00 4 . 4 3S 10 . 00 4 . 90 7 . 0 13. 0 13 . 0 0.05 4 20 . 00 4 . 5 4S 10 . 00 4 . 90 7 . 1 13. 1 13. 0 0 . 05 10 20 . 00 6. 9 11 20 . 00 4 . 9 W 20 . 00 23 . 1 Max velocity of 18 . 51 occurs in the pipe from W TO 10 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. Main st: Drawing Date: 11 -21 -13 11/22/13 7: 7 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 3 TO W (PRIMARY PATH) 12 . 96 0 . 874 1T 10. 00 7 .0 7 . 0 K = 4 . 90 3S C=150 8 . 40 -4 . 3 0 . 0 12 . 96 0 . 094 18 . 40 1 . 7 7 . 0 Vel = 7 . 00 1 . 101 1T 6 . 67 4 . 4 4 . 4 EqK = 6. 19 3 C=150 9 . 56 0. 0 0 . 0 12 . 96 0 . 031 16 . 23 0. 5 4 . 4 Vel = 4 . 41 13 . 06 1 . 101 1T 9 .08 4 . 9 4 . 9 11 C=150 9 . 56 0. 0 0 . 0 See PATH 2 26. 03 0 . 111 18 . 64 2 . 1 4 . 9 Vel = 8 . 86 28 . 37 1 . 101 2T 18 .25 6. 9 6. 9 10 C=150 19 . 13 0. 0 0 . 0 See PATH 3 54 . 39 0 . 433 37 . 38 16.2 6. 9 Vel = 18 . 51 W 54 . 39 23 . 1 K = 11 . 31 PATH 2 FROM HYDRAULIC REFERENCE 4 TO 11 13 . 06 0 . 874 iT 10 . 00 7 . 1 7 . 1 K = 4 . 90 4S C=150 8 . 40 -4 . 3 0 . 0 13 . 06 0 . 095 18 . 40 1 . 7 7 . 1 Vel = 7 . 05 1 . 101 1T 2 .25 4 . 5 4 . 5 EqK = 6 . 14 4 C=150 9. 56 0 . 0 0 . 0 13 . 06 0 . 031 11 . 81 0 . 4 4 . 5 Vel = 4 . 44 11 13 . 06 4 . 9 K = 5. 91 PATH 3 FROM HYDRAULIC REFERENCE 2 TO 10 14 . 18 0 . 874 1E 10 . 00 8 . 4 8 . 4 K = 4 . 90 2S C=150 5. 60 -4 . 3 0 . 0 14 . 18 0 . 111 15. 60 1 . 7 8 . 4 Vel = 7 . 66 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) T Hain st.• Drawing Date: 11 -21 - 13 11/22/13 7: 7 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 3 FROM HYDRAULIC REFERENCE 2 TO 10 CONTINUED 1 . 101 8 . 83 5 . 8 5. 8 EqK = 5. 91 2 C=150 0 . 00 0 . 0 0 . 0 14 . 18 0 . 036 8 . 83 0 . 3 5. 8 Vel = 4 . 83 14 . 19 1 . 101 6. 67 6 . 1 6. 1 EqK = 5. 75 1 C=150 0 . 00 0 . 0 0 . 0 28 . 37 0 . 130 6. 67 0 . 9 6. 1 Vel = 9 . 65 10 28 . 37 6. 9 K = 10. 76 14 . 19 0 . 874 IT 10 . 00 8 . 4 8 . 4 K = 4 . 90 1S C=150 8 . 40 -4 . 3 0 . 0 14 . 19 0. 111 18 . 40 2 . 0 8 . 4 Vel = 7 . 66 1 14 . 19 6 . 1 K = 5. 75 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Job ' • • . Water Required Hose.Allowance Main st. Static Pres: 115.0 psi Pressure: 52.9 psi In: 0 gpm 12650 sw Main st. Resid. Pres: 100.0 psi Sys Flow: 154 gpm Out: 0 gpm Tigard, OR Flow: 1565 gpm Sys+Hose: 154 gpm Remote Area: 1 Date: 11-20-13 Safety Pres: 63.2 psi Loc: SW. Main St. Hd Ely Pres: 4.3 psi 140 j H -,- -- 1 120 I 4 Suppler j r- ,- jI 100 -- - +--- I p 80 1 — -- — 60 • 40 I --T 20 I __ III 4.3 psi 1 100 150 200 250 300 350 400 450 500 Flow (gpm)