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1 : zraZo- o`m OFFICE COPY C'ipill l kv . r FIRE SPRINKLER SYSTEM ri« CALCULATION SUBMITTALS FOR: TIGARD TRIANGLE Tigard, OR 97223 1 (a0v DATE: 5-29-20 if 77506 OREGO PE 6-3-2020 N "F9N 10 l�0 Pam' SUBMITTED UBMITTD BY: EXPIRATION DATE:12/31/20 CRO N FIRE SYSTEMS, INC. 7402 SE JOHNSON CREEK BLVD. PORTLAND, OREGON 97206 PHONE NO. (503)777- 5030 FAX NO. (503)777- 0659 Tigard Triangle Drawing Date: 5/12/20 11 :37 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Tigard Triangle Location: SW BAylor & SW 72nd AVE Tigard, OR, 97223, Drawing Date: Remote Area Number: 1 Contractor: Crown Fire Systems Telephone:503-777-5030 7402 SE Johnsone Creek Blvd Portland, OR 97206 Designer: Wes Jones Calculated By:SprinkCAD www.sprinkcad.com 1400 Pennbrook Pkwy. Lansdale, PA 19446 Construction: Occupancy:Residential Reviewing Authorities :City of Tigard SYSTEM DESIGN Code :NFPA 13 Hazard:Light System Type:WET Area of Sprinkler Oper. sq ftl Sprinkler or Nozzle Density (gpm/sq ft) RES I Make : Globe Area per Sprinkler 400 . 0 sq ftl Model: GL4910 Hose Allowance Inside 0 gpm I K-Factor: 4 . 90 Hose Allowance Outside 100 gpm 1 Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 181.5 psi Required: 51 . 9 @ Source WATER SUPPLY Water Flow Test Pump Data ! 4. Date of Test 10/30/2019 1 Rated Capacity 0 gpm 1 Static Pressure 109. 7 psi R 1 Rated Pressure 0 .0 psi ! �k, b Residual Pres 91 . 2 psi l Elevation 0 ! ^Y/f' � : y At a Flow of 5396 gpm 1 Make: ! 77506 PE Elevation 0" 1 Model : ! 6-3-2020 ORmnN Location: SW Baylor & SW 72nd Ave 9N 00�� Source of Information: Tualatin Valley Water District FQRrL0 0��P SYSTEM VOLUME 430 Gallons 'EXPIRATION DATE:12/31/20 Notes: Tigard Triangle Drawing Date: 5/12/20 11 :37 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 81 41 . 8 psi 1 11" Thrd Alarm Valve Tyco 513D,D/ 0 ' 0 1 . 610 81 0 .0 1 11/2" Thrd Ball Valve Central F19 0 ' 0 1 . 610 81 0 . 0 1 Pipe 11" PVx15 BlazeMa Plastic 10 ' 150 1 . 598 81 1 .5 1 Pipe 4" 10x21 Allied Domestic 53 ' 120 4 . 260 81 0 . 1 1 4" x 4" x 1-1/2" Grvd Tee #321 20 ' 120 4 .026 81 0 . 1 Hydr Ref R1 Required at Floor control 81 43 .4 psi 1 Pipe 4" 10x21 Allied Imported 12 ' 120 4 .260 81 0 . 0 1 4" Grvd Butterfly Valve Tyco BFV- 5 ' 120 4 .026 81 0 . 0 1 4" Other Valve Potter VSR 0 ' 0 4 . 026 81 0 . 0 1 4" Grvd Alarm Valve Tyco 513 (13}M 0 ' 0 4 . 026 81 0 .0 Elevation Change 12 ' 0" 5 .2 Hydr Ref R2 Required at Standpipe Riser 81 48. 6 psi 1 Pipe 6" DIx18 America DI 350 80 ' 140 6.338 81 0 . 0 1 6" Fingd Tee CI 30 ' 120 6.065 81 0 . 0 1 6" Grvd Back Flow Valve Ames M300 CHART LOSS 81 4 . 6 1 6" Fingd Gate Valve Kennedy Gate 3 ' 120 6. 065 81 0 .0 1 6" Fingd 90 Ell CI 14 ' 120 6. 065 81 0 .0 Elevation Change -3 ' 0" -1 .3 Hydr Ref R3 Required at Underground 81 51 . 9 psi Fixed Flow Flow Loss 100 gpm Hydr Ref R4 Required at Source 181 51 . 9 psi Water Source109 . 7 psi static, 91 . 2 psi residual @ 5396 gpm 181 gpm 10'9.7 psi SAFETY PRESSURE 57 .7 psi Available Pressure of 109.7 psi Exceeds Required Pressure of 51 . 9 psi This is a safety margin of 57.7 psi or 53 % of Supply Maximum Water Velocity is 14 . 7 fps Tigard Triangle Drawing Date: 5/12/20 11 :37 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 ✓ 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 • Tigard Triangle Drawing Date: 5/12/20 11 :37 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^1/2) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 1 65 .00 -3 .5 1S 8 .00 4 . 90 16.7 20 .0 20 . 0 0 . 05 2 65 .00 -3.5 25 8 .00 4 . 90 16.7 20 .0 20 . 0 0 . 05 3 65 .00 -1 .7 3S 8 . 00 4 . 90 18 .2 20 . 9 20 .0 0 . 05 4 65 .00 -2 .7 4S 8 .00 4 . 90 17 . 6 20 . 6 20 .0 0 . 05 10 65 .00 0 . 8 11 65 .00 -1 . 8 12 65 .00 -1 .7 13 65 .00 -0 .2 14 65 .00 -1 . 6 33 65 .00 -1 . 6 34 65 .00 -1 . 8 35 65 . 00 -3 .4 36 65 . 00 -3 . 5 40 65 . 00 9 .3 41 65 . 00 9 . 9 42 65 . 00 9 . 6 43 65 . 00 10 .2 44 65 . 00 13 .5 45 65 . 00 6 . 7 46 65 . 00 -1 . 8 47 65 . 00 -1 . 7 48 65 . 00 -1 .5 49 65 . 00 • -2 .4 50 65 . 00 -2 .5 51 65 . 00 -2 . 6 52 65. 00 1 .2 Al 65 . 00 12 . 7 A2 65 . 00 12 . 8 A3 65. 00 14 . 8 A4 65 . 00 16 . 8 . A5 65 . 00 18 .3 BI 65 . 00 16 .4 B2 65 . 00 16 .4 B3 65. 00 16 .4 Cl 65. 00 16 . 3 C2 65. 00 16 . 3 C3 65. 00 16 . 3 D1 65. 00 -2 . 0 D2 65. 00 -2 . 0 D3 65. 00 -2 . 1 D4 65. 00 -2 .2 D5 65. 00 -2 .2 El 65. 00 -1 . 4 E2 65 . 00 -1 . 4 E3 65 . 00 -1 .4 Fl 65 .00 2 .2 F2 65 .00 2 . 1 Tigard Triangle Drawing Date: 5/12/20 11 :37 ' Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^1/2) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) F3 65 . 00 1 . 9 F4 65.00 1 . 4 G1 65. 00 -1 . 7 G2 65 . 00 -1 .7 G3 65. 00 -1 . 7 H1 65 . 00 1 .3 I1 65. 00 0 . 4 Jl 65 . 00 5 . 7 J2 65. 00 5 . 7 J3 65. 00 5 .5 K1 65 .00 16. 4 K2 65 . 00 16. 4 K3 65 .00 16. 4 L1 65. 00 16. 4 L2 65. 00 16.4 M1 65. 00 7 . 1 M2 65. 00 7 . 1 M3 65.00 7 . 3 W 12 . 00 41 . 8 Max velocity of 14 . 72 occurs in the pipe from 43 TO 44 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. Tigard Triangle Drawing Date: 5/12/20 11 :37 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 1 FROM HYDRAULIC REFERENCE 1 TO W (PRIMARY PATH) 20 .00 1 . 101 1T 57 . 00 16. 7 16. 7 K = 4 . 90 1S C=150 9. 56 -24 . 7 0 . 0 20 . 00 0 . 068 66. 56 4 . 5 16. 7 Vel = 6 . 81 1 . 101 2 . 66 -3. 5 -3. 5 EqK = Nan 1 C=150 0 . 00 0 .0 0.0 14 . 79 0 .039 2 . 66 0. 1 -3 .5 Vel = 5 . 03 1 . 101 1T 22 . 26 -3 .4 -3 .4 35 C=150 9. 56 0 . 0 0 .0 14 . 79 0 . 039 31 . 82 1 .2 -3 .4 Vel = 5 . 03 6. 57 1 . 598 9. 50 -2 .2 -2 .2 D4 C=150 0 . 00 0 . 0 0 . 0 See PATH 4 21 . 36 0. 013 9. 50 0 . 1 -2 .2 Vel = 3. 45 -7 . 33 1 . 598 11 . 23 -2 . 1 -2 . 1 D3 C=150 0 . 00 0 . 0 0. 0 See PATH 5 14 . 03 0 . 006 11 .23 0 . 1 -2 . 1 Vel = 2 .27 -6. 97 1 . 598 6 . 98 -2 . 0 -2 . 0 D2 C=150 0 . 00 0 . 0 0 . 0 See PATH 6 7 . 06 0 . 002 6 . 98 0 . 0 -2 . 0 Vel = 1 . 14 1 . 101 2T 41 . 46 -2 . 0 -2 . 0 D1 C=150 19 . 13 0 . 0 0 . 0 7 . 06 0 . 010 60 . 58 0 . 6 -2 . 0 Vel = 2 .40 11 . 06 1 . 101 2T 28 . 09 -1 . 4 -1 .4 El C=150 19. 13 0 . 0 0 .0 See PATH 6 18 . 12 0 . 057 47 .22 2 . 7 -1 .4 Vel = 6. 17 1 . 598 1T 0 . 81 1 . 3 1 .3 H1 C=150 11 . 66 0 . 0 0 . 0 18 . 12 0 . 009 12 .47 0 . 1 1 . 3 Vel = 2 . 93 30 . 77 1 .598 8 . 97 1 .4 1 . 4 F4 C=150 0 . 00 0 . 0 0 .0 See PATH 2 48 . 89 0 . 058 8 . 97 0 .5 1 .4 Vel = 7 . 90 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Drawing Date: 5/12/20 11 :37 Tyco Fire Products Page 7 • 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 1 TO W (PRIMARY PATH) -18 . 98 1 .598 10 .38 1 . 9 1 . 9 F3 C=150 0 . 00 0 . 0 0 .0 See PATH 10 29 . 91 0 .023 10 . 38 , 0 .2 1 . 9 Vel = 4 . 83 -14 .28 1 . 101 iT 96. 78 2 . 1 2 . 1 F2 C=150 9.56 0 . 0 0 . 0 See PATH 11 15 . 63 0 .043 106. 35 4 . 6 2 . 1 Vel = 5 . 32 14 .28 1 . 101 18 . 25 6. 7 6.7 45 C=150 0 .00 0 . 0 0 . 0 See PATH 11 29. 91 0 . 143 18 .25 2 . 6 6. 7 Vel = 10 . 18 -11 . 37 1 . 101 lE 34 . 12 9. 3 9 . 3 40 C=150 2T 22 . 95 0 . 0 0 . 0 See PATH 14 18 . 54 0 .059 57 . 07 3 . 4 9.3 Vel = 6. 31 1 .598 5 . 68 12 . 7 12 .7 Al C=150 0 . 00 0 .0 0 . 0 18 .54 0 . 010 5 . 68 0 . 1 12 .7 Vel = 2 . 99 19. 69 1 . 598 2T 31 .45 12 . 8 12 . 8 A2 C=150 23 .31 0 . 0 0 . 0 See PATH 14 38 .23 0 . 037 54 . 77 2 . 0 12 .8 Vel = 6. 18 23 . 10 1 . 598 1T 10 . 80 14 . 8 14 . 8 A3 C=150 11 . 66 0 . 0 0 .0 See PATH 3 61 .33 0 . 088 22 .46 2 . 0 14 . 8 Vel = 9 . 91 20 . 16 1 .598 lE 4 . 52 16. 8 16. 8 A4 C=150 5. 83 0 . 0 0 .0 See PATH 16 81 . 49 0 . 149 10 . 34 1 . 5 16. 8 Vel = 13 . 16 4 .260 3E 200 .34 18 . 3 18 . 3 A5 0=120 39. 50 22 . 9 0 .0 81 .49 0 . 002 239. 85 0 .5 18 . 3 Vel = 1 . 85 W 81 . 49 41 . 8 K = 12 . 61 PATH 2 FROM HYDRAULIC REFERENCE 1 TO F4 20 . 00 1 . 101 1T 57 . 00 16 .7 16 .7 K = 4 . 90 1S C=150 9. 56 -24 . 7 0 . 0 20 . 00 0 . 068 66. 56 4 .5 16. 7 Vel = 6 . 81 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Drawing Date: 5/12/20 11 :37 Tyco Fire Products Page 8 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 1 TO F4 CONTINUED 1 . 101 8 .28 -3.5 -3. 5 EqK = Nan 1 C=150 0 .00 0 .0 0 . 0 5 . 21 0 . 006 8 .28 0 .0 -3. 5 Vel = 1 . 77 1 . 101 0 . 65 -3.5 -3 . 5 36 C=150 0 . 00 0 . 0 0 . 0 5 . 21 0 . 006 0 . 65 0 . 0 -3 . 5 Vel = 1 . 77 20 . 02 1 . 101 1T 7 . 61 -3. 5 -3. 5 EqK = Nan 2 C=150 9.56 0 . 0 0 . 0 25 .24 0 . 105 17 . 17 1 . 8 -3. 5 Vel = 8 .59 -6 .27 1 . 598 4 . 00 -1 . 7 -1 .7 I G1 C=150 0 . 00 0 . 0 0 .0 See PATH 7 I 18 . 97 0 . 010 4 . 00 0 . 0 -1 . 7 Vel = 3 . 06 20 . 89 1 .598 5. 50 -1 . 7 -1 . 7 EqK = Nan 3 C=150 0.00 0 . 0 0 . 0 39 . 85 0 .040 5 .50 0 .2 -1 . 7 Vel = 6. 44 3 .24 1 .598 1T 14 .75 -1 .4 -1 .4 E3 C=150 11 . 66 0 . 0 0 .0 See PATH 8 AND 5 43 . 09 0 . 046 26.41 1 .2 -1 .4 Vel = 6. 96 1 . 598 13. 34 -0 .2 -0 .2 13 C=150 0 . 00 0 . 0 0 . 0 43. 09 0 .046 13 .34 0 . 6 -0 .2 Vel = 6. 96 -12 .32 1 .598 1T 4 .00 0 .4 0 . 4 I1 C=150 11 . 66 0 .0 0 .0 See PATH 9 30 .77 0 . 025 15 . 66 0 .4 0 .4 Vel = 4 . 97 1 . 598 1T 13. 39 0 . 8 0 . 8 10 C=150 11 . 66 0 . 0 0 . 0 30 . 77 0 .025 25. 05 0. 6 0 . 8 Vel = 4 . 97 F4 30 . 77 1 . 4 K = 26. 18 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Drawing Date: 5/12/20 11 :37 Tyco Fire Products Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 20 .02 1 . 101 1T 57 . 00 16. 7 16.7 K = 4 . 90 2S C=150 9. 56 -24 . 7 0 . 0 20 . 02 0 . 068 66. 56 4 . 5 16. 7 Vel = 6 . 81 2 20 . 02 -3. 5 K = Nan 20 . 89 1 . 101 1T 57 . 00 18 .2 18 .2 K = 4 . 90 3S C=150 9. 56 -24 . 7 0 . 0 20 . 89 0 .074 66. 56 4 . 9 18 . 2 Vel = 7 . 11 3 20 . 89 -1 . 7 K = Nan PATH 3 FROM HYDRAULIC REFERENCE 4 TO A3 20 .58 1 . 101 1E 57 . 00 17 . 6 17 . 6 K = 4 . 90 4S C=150 3. 83 -24 . 7 0 . 0 20 .58 0 . 072 60 . 83 4 . 3 17 . 6 Vel = 7 . 00 1 . 101 1 .42 -2 . 7 -2 . 7 EqK = Nan 4 C=150 0 . 00 0 . 0 0 . 0 20 . 58 0 . 072 1 .42 0 . 1 -2 . 7 Vel = 7 .00 -6. 57 1 . 101 2T 7 . 61 -2 . 6 -2 . 6 51 C=150 19 . 13 0 . 0 0.0 See PATH 4 14 . 01 0 . 035 26 . 73 0 . 9 -2 . 6 Vel = 4 . 77 6. 27 1 . 598 1 . 42 -1 . 7 -1 . 7 G2 C=150 0 . 00 0 . 0 0 . 0 See PATH 7 20 . 28 0 . 011 1 .42 0 . 0 -1 . 7 Vel = 3.28 1 . 101 lE 28 . 09 -1 . 7 -1 . 7 G3 C=150 1T 13 . 39 0 . 0 0 .0 20 .28 0 . 070 41 . 48 2 . 9 -1 . 7 Vel = 6. 90 12 . 32 1 . 101 1T 16 .05 1 .2 1 .2 52 C=150 9 . 56 0 .0 0 . 0 See PATH 9 32 . 60 0 . 168 25 . 62 4 . 3 1 .2 Vel = 11 . 09 -11 . 56 1 .598 13 .57 5 .5 5.5 J3 C=150 0 . 00 0 . 0 0 . 0 See PATH 12 21 .04 0 . 012 13. 57 0 .2 5 .5 Vel = 3 . 40 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Drawing Date: 5/12/20 11 :37 Tyco Fire Products Page 10 • 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 4 TO A3 CONTINUED -10 .35 1 . 598 5 . 03 5 . 7 5 . 7 J2 C=150 0.00 0 .0 0 . 0 See PATH 13 10 . 68 0 . 003 5. 03 0 . 0 5 . 7 Vel = 1 . 73 1 . 101 1E 53 .26 5 . 7 5. 7 Ji C=150 iT 13 . 39 0. 0 0 . 0 10 . 68 0 .021 66 . 65 1 .4 5 . 7 Vel = 3 . 64 1 . 598 5. 03 7 . 1 7 . 1 M1 C=150 0 . 00 0 . 0 0 . 0 10 . 68 0 . 003 5 . 03 0 . 0 7 . 1 Vel = 1 . 73 10 . 35 1 . 598 13. 57 7 . 1 7 . 1 M2 C=150 0 . 00 0 . 0 0 . 0 See PATH 13 21 .04 0 .012 13 .57 0 .2 7 . 1 Vel = 3 .40 11 . 56 1 . 101 1T 7 . 58 7 . 3 7 .3 M3 C=150 9.56 0 . 0 0 .0 See PATH 12 32 . 60 0 . 168 17 . 14 2 . 9 7 .3 Vel = 11 . 09 10 . 66 1 . 101 11 . 78 10 . 2 10 .2 43 C=150 0 .00 0 . 0 0 . 0 See PATH 10 43. 26 0 .284 11 . 78 3. 3 10 . 2 Vel = 14 . 72 -20 . 16 1 . 101 1T 4 .56 13 .5 13. 5 44 C=150 9 . 56 0 . 0 0 . 0 See PATH 16 23. 10 0 . 089 14 . 12 1 . 3 13 . 5 Vel = 7 . 86 A3 23. 10 14 . 8 K = 6. 01 PATH 4 FROM HYDRAULIC REFERENCE 51 TO D4 6.57 1 . 101 1T 0 . 65 -2 . 6 -2 . 6 51 C=150 9.56 0 . 0 0 .0 See PATH 3 6 . 57 0 . 009 10 .21 0 . 1 -2 . 6 Vel = 2 . 24 1 . 101 10 . 94 -2 . 5 -2 .5 50 C=150 0 .00 0 . 0 0 .0 6. 57 0 . 009 10 . 94 0 . 1 -2 . 5 Vel = 2 .24 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Drawing Date: 5/12/20 11 :37 • Tyco Fire Products Page 11 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 4 FROM HYDRAULIC REFERENCE 51 TO D4 CONTINUED 1 . 101 1F 22 .26 -2 . 4 -2 . 4 49 C=150 3. 83 0 . 0 0 . 0 6.57 0 . 009 26. 09 0.2 -2 . 4 Vel = 2 . 24 1 . 598 9 . 83 -2 .2 -2 . 2 D5 C=150 0. 00 0 . 0 0 . 0 6. 57 0 . 001 9. 83 0. 0 -2 .2 Vel = 1 . 06 D4 6 . 57 -2 . 2 PATH 5 FROM HYDRAULIC REFERENCE D3 TO E3 7 . 33 1 . 101 11 15.22 -2 . 1 -2 . 1 D C=150 9. 56 0. 0 0 . 0 See PATH 1 7 . 33 0. 011 24 . 78 0 .3 -2 . 1 Vel = 2 . 50 1 . 101 4 . 13 -1 . 8 -1 . 8 11 C=150 0 . 00 0 . 0 0 . 0 7 . 33 0 . 011 4 . 13 0. 0 -1 . 8 Vel = 2 . 50 1 . 101 3 . 87 -1 . 8 -1 . 8 34 C=150 0 . 00 0 . 0 0 .0 7 .33 0 . 011 3. 87 0 . 0 -1 . 8 Vel = 2 .50 1 . 101 12 . 13 -1 . 7 -1 . 7 12 C=150 0 . 00 0 . 0 0. 0 7 . 33 0 . 011 12 . 13 0 . 1 -1 . 7 Vel = 2 .50 1 . 101 4 . 87 -1 . 6 -1 . 6 33 C=150 0 . 00 0 . 0 0. 0 7 . 33 0 .011 4 . 87 0 . 1 -1 . 6 Vel = 2 . 50 1 . 101 1T 1 .25 -1 . 6 -1 . 6 14 C=150 9 .56 0 . 0 0 . 0 7 . 33 0 .011 10 . 81 0 . 1 -1 . 6 Vel = 2 . 50 E3 7 . 33 -1 . 4 PATH 6 FROM HYDRAULIC REFERENCE D2 TO El UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Drawing Date: 5/12/20 11 :37 Tyco Fire Products Page 12 • HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 6 FROM HYDRAULIC REFERENCE D2 TO El CONTINUED 6. 97 1 . 101 1T 17 . 41 -2 . 0 -2 . 0 D2 C=150 9 .56 0 . 0 0 . 0 See PATH 1 6. 97 0 . 010 26. 97 0 .3 -2 . 0 Vel = 2 .37 1 . 101 11 . 63 -1 . 8 -1 . 8 46 C=150 0 . 00 0 . 0 0 . 0 6. 97 0 . 010 11 . 63 0 . 1 -1 . 8 Vel = 2 . 37 1 . 101 11 .20 -1 . 7 -1 . 7 47 C=150 0 . 00 0 . 0 0 . 0 6 . 97 0 . 010 11 .20 0 . 1 -1 . 7 Vel = 2 . 37 1 . 101 1T 1 .22 -1 . 5 -1 . 5 48 C=150 9 .56 0 . 0 0 . 0 6. 97 0 . 010 10 . 78 0 . 1 -1 . 5 Vel = 2 . 37 4 . 09 1 . 598 6. 98 -1 .4 -1 . 4 E2 C=150 0 . 00 0 . 0 0 . 0 See PATH 8 11 . 06 0 . 004 6 . 98 0 . 0 -1 . 4 Vel = 1 . 79 El 11 . 06 -1 . 4 PATH 7 FROM HYDRAULIC REFERENCE G1 TO G2 6. 27 1 . 598 9 . 83 -1 . 7 -1 . 7 G1 C=150 0 . 00 0 . 0 0 . 0 See PATH 2 1 6.27 0 . 001 9 . 83 0 . 0 -1 . 7 Vel = 1 . 01 G2 6 .27 -1 . 7 PATH 8 FROM HYDRAULIC REFERENCE E3 TO E2 4 . 09 1 .598 11 .23 -1 . 4 -1 .4 E3 C=150 0 . 00 0 . 0 0 . 0 See PATH 2 AND 5 4 . 09 0 . 001 11 .23 0 .0 -1 .4 Vel = 0 . 66 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Drawing Date: 5/12/20 11 :37 Tyco Fire Products Page 13 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn E2 4 . 09 -1 . 4 PATH 9 FROM HYDRAULIC REFERENCE I1 TO 52 12 .32 1 . 101 1T 20 . 75 0. 4 0 . 4 I1 C=150 9 . 56 0 . 0 0 . 0 See PATH 2 12 . 32 0 . 028 30 .31 0. 8 0. 4 Vel = 4 . 19 52 12 . 32 1 . 2 K = 11 . 15 PATH 10 FROM HYDRAULIC REFERENCE F3 TO 43 18 . 98 1 . 101 1T 115 . 03 1 . 9 1 . 9 F3 C=150 9. 56 0. 0 0 . 0 See PATH 1 18 . 98 0.062 124 . 59 7 . 7 1 . 9 Ve1 = 6.46 -8 . 32 1 . 101 2T 8 . 97 9. 6 9. 6 42 C=150 19. 13 0 . 0 0.0 See PATH 15 10 . 66 0 . 021 28 . 09 0 . 6 9. 6 Vel = 3 . 63 43 10 . 66 10 . 2 K = 3. 34 PATH 11 FROM HYDRAULIC REFERENCE F2 TO 45 14 .28 1 . 598 5 . 13 2 . 1 2 . 1 F2 C=150 0 . 00 0 . 0 0 . 0 See PATH 1 14 .28 0 . 006 5 . 13 0 . 0 2 . 1 Vel = 2 . 31 1 . 101 1E 101 . 91 2 .2 2 .2 Fl C=150 2T 2245 0 . 0 0 . 0 14 .28 0. 036 124 . 86 4 . 6 2 .2 Vel = 4 . 86 45 14 . 28 6 . 7 K = 5 .51 PATH 12 FROM HYDRAULIC REFERENCE J3 TO M3 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Drawing Date: 5/12/20 11 :37 Tyco Fire Products Page 14 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 12 FROM HYDRAULIC REFERENCE J3 TO M3 CONTINUED 11 . 56 1 . 101 2T 53. 26 5. 5 5 .5 Jl C=150 19. 13 0 . 0 0. 0 See PATH 3 11 . 56 0 . 025 72 . 39 1 . 8 5.5 Vel = 3 . 93 M3 11 . 56 7 . 3 K = 4 . 28 PATH 13 FROM HYDRAULIC REFERENCE J2 TO M2 10 . 35 1 . 101 2T 53. 26 5 . 7 5. 7 J2 C=150 19. 13 0 . 0 0 .0 See PATH 3 10 .35 0 . 020 72 . 39 1 . 5 5 . 7 Vel = 3. 52 M2 10 .35 7 . 1 K = 3 . 87 PATH 14 FROM HYDRAULIC REFERENCE 40 TO A2 11 . 37 1 . 101 2T 5 . 08 9. 3 9. 3 40 C=150 19 . 13 0 . 0 0 . 0 See PATH 1 11 . 37 0 . 024 24 . 21 0. 6 9.3 Vel = 3. 87 8 . 32 1 . 101 1T 33. 53 9. 9 9. 9 41 C=150 9. 56 0 . 0 0 .0 See PATH 15 19. 69 0 . 066 43 .09 2 . 8 9. 9 Vel = 6 . 70 A2 19 . 69 12 . 8 K = 5 . 51 PATH 15 FROM HYDRAULIC REFERENCE 42 TO 41 8 .32 1 . 101 2T 5. 29 9. 6 9. 6 42 C=150 19. 13 0 . 0 0 . 0 See PATH 10 j 8 .32 0. 013 24 . 42 0 .3 9. 6 Vel = 2 . 83 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Drawing Date: 5/12/20 11 :37 Tyco Fire Products Page 15 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft. TOTAL Pf Pn 41 8 .32 9 . 9 K = 2 . 64 PATH 16 FROM HYDRAULIC REFERENCE 44 TO A4 20 . 16 1 . 101 2T 21 . 58 13. 5 13. 5 44 C=150 19 . 13 0 . 0 0 . 0 See PATH 3 20. 16 0 . 069 40 . 71 2 . 8 13. 5 Vel = 6. 86 -2 .32 1 . 598 4 . 56 16. 3 16. 3 C3 C=150 0 . 00 0 . 0 0 . 0 See PATH 17 17 . 83 0 . 009 4 . 56 0 . 0 16. 3 Vel = 2 . 88 2 .32 1 .598 2T 10 . 78 16. 4 16.4 B3 C=150 23 .31 0 . 0 0 . 0 See PATH 17 AND 19 20 . 16 0 . 011 34 . 09 0 .4 16. 4 Vel = 3 .26 A4 20 . 16 16 . 8 K = 4 . 92 PATH 17 FROM HYDRAULIC REFERENCE C3 TO B3 2 .32 1 . 598 8 . 95 16. 3 16. 3 C3 C=150 0 .00 0 . 0 0. 0 See PATH 16 2 .32 0 . 000 8 . 95 0 .0 16. 3 Vel = 0 .38 -1 . 14 1 . 598 5 . 22 16.3 16.3 C2 C=150 0 . 00 0 . 0 0 . 0 See PATH 18 1 . 18 0 . 000 5 .22 0 . 0 16.3 Vel = 0 . 19 1 . 101 1E 50 . 37 16.3 16. 3 Cl C=150 1T 13. 39 0 . 0 0 . 0 1 . 18 0 . 000 63 . 75 0 . 0 16.3 Vel = 0 . 40 1 .598 5 .22 16 .4 16.4 L1 C=150 0 . 00 0 . 0 0 . 0 1 . 18 0 . 000 5 .22 0 . 0 16 . 4 Vel = 0 . 19 1 . 14 1 . 598 13 . 51 16. 4 16 . 4 L2 C=150 0 . 00 0 . 0 0 . 0 See PATH 18 2 . 32 0 . 000 13 .51 0 . 0 16. 4 Vel = 0 .38 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Drawing Date: 5/12/20 11 :37 Tyco Fire Products Page 16 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 17 FROM HYDRAULIC REFERENCE C3 TO B3 CONTINUED -0 . 81 1 .598 9.44 16. 4 16 .4 K3 C=150 0 . 00 0 . 0 0.0 See PATH 19 1 . 51 0 . 000 9 . 44 0. 0 16. 4 Vel = 0 .24 -0 . 75 1 . 598 9 .46 16. 4 16. 4 K2 C=150 0 .00 0 . 0 0 . 0 See PATH 20 0. 76 0 . 000 9 . 46 0 . 0 16. 4 Vel = 0. 12 1 . 101 lE 50 . 37 16. 4 16.4 K1 C=150 1T 13. 39 0 . 0 0 .0 0 . 76 0 .000 63. 75 0 .0 16. 4 Vel = 0 .26 1 . 598 9.46 16. 4 16.4 B1 C=150 0 .00 0 . 0 0 .0 0 . 76 0 . 000 9. 46 0 . 0 16. 4 Vel = 0 . 12 0 . 75 1 .598 9. 44 16 . 4 16.4 B2 C=150 0 . 00 0 . 0 0 .0 See PATH 20 1 .51 0 . 000 9.44 0 . 0 16.4 Vel = 0 .24 B3 1 . 51 16 . 4 K = 0.37 PATH 18 FROM HYDRAULIC REFERENCE C2 TO L2 1 . 14 1 . 101 2T 50 . 37 16.3 16. 3 C2 C=150 19. 13 0 .0 0 . 0 See PATH 17 1 . 14 0 . 000 69. 49 0 . 0 16.3 Vel = 0 .39 L2 1 . 14 16 . 4 K = 0 .28 PATH 19 FROM HYDRAULIC REFERENCE K3 TO B3 0 . 81 1 . 101 2T 50 . 37 16 . 4 16.4 K3 C=150 19. 13 0 . 0 0 . 0 See PATH 17 0 . 81 0 . 000 69.49 0 . 0 16.4 Vel = 0 . 28 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Drawing Date: 5/12/20 11 :37 Tyco Fire Products Page 17 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn B3 0 . 81 16. 4 K = 0.20 PATH 20 FROM HYDRAULIC REFERENCE K2 TO B2 0 . 75 1 . 101 2T 50 .37 16. 4 16. 4 72 C=150 19 . 13 0. 0 0 . 0 See PATH 17 0 . 75 0 . 000 69. 49 0 . 0 16.4 Vel = 0 .25 B2 0 . 75 16. 4 K = 0 . 18 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Static Pres: 109.7 psi Pressure: 51.9 psi In: 0 gpm SW BAylor& SW 72nd AVE Resid. Pres: 91.2 psi Sys Flow: 81 gpm Out: 100 gpm Tigard Flow: 5396 gpm Sys+Hose: 181 gpm Remote Area: 1 Date: 10/30/2019 Safety Pres: 57.7 psi Lac: SW Baylor& SW 72nd Ave Hd Ely Pres: 2.2 psi 140 120 100 80 60 • 100 g•m hose 40 20 2.2 psi 100 150 200 250 300 350 400 450 5( Tigard Triangle Drawing Date: 5/12/20 11 :39 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Tigard Triangle Location: SW BAylor & SW 72nd AVE Tigard, OR, 97223, Drawing Date: Remote Area Number: 2 Contractor: Crown Fire Systems Telephone: 503-777-5030 7402 SE Johnsone Creek Blvd Portland, OR 97206 Designer: Wes Jones Calculated By: SprinkCAD www. sprinkcad. com 1400 Pennbrook Pkwy. Y Lansdale, PA 19446 Construction: Occupancy:Residential Reviewing Authorities:City of Tigard SYSTEM DESIGN Code :NFPA 13 Hazard:Light System Type :WET Area of Sprinkler Oper. sq ftl Sprinkler or Nozzle Density (gpm/sq ft) RES I Make: Globe Area per Sprinkler 280 . 0 sq ftl Model: GL4910 Hose Allowance Inside 0 gpm I K-Factor: 4 . 90 Hose Allowance Outside 100 gpm 1 Temperature Rating: 155 CALCULATION SUMMARY 5 Flowing Outlets gpm Required: 172. 8 psi Required: 35. 6 @ Source WATER SUPPLY Ar Water Flow Test I Pump Data I okP / Date of Test 10/30/2019 1 Rated Capacity 0 gpm I Static Pressure 109 .7 psi 1 Rated Pressure 0 . 0 psi 1 CY '� Residual Pres 91 .2 psi 1 Elevation 0 I 77506 PE At a Flow of 5396 gpm I Make: I 6-3-2020 Elevation 0" I Model : I OREGON vFP Ps' Location: SW Baylor & SW 72nd Ave Ry L . �F Source of Information: Tualatin Valley Water District I.EXERAMILDEL.1241/20 SYSTEM VOLUME 430 Gallons Notes: Tigard Triangle Drawing Date: 5/12/20 11 :39 • HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 73 25 . 9 psi 1 11" Thrd Alarm Valve Tyco 513D,D/ 0 ' 0 1 . 610 73 0. 0 1 11" Thrd Ball Valve Central F19 0 ' 0 1 . 610 73 0 . 0 1 Pipe 11" PVx15 BlazeMa Plastic 10 ' 150 1 .598 73 1 .2 1 Pipe 4" 10x21 Allied Domestic 53 ' 120 4 .260 73 0 . 1 1 4" x 4" x 1-1/2" Grvd Tee #321 20 ' 120 4 . 026 73 0 . 0 Hydr Ref R1 Required at Floor control 73 27 .2 psi 1 Pipe 4" 10x21 Allied Imported 12 ' 120 4 .260 73 0 . 0 1 4" Grvd Butterfly Valve Tyco BFV- 5 ' 120 4 . 026 73 0 . 0 1 4" Other Valve Potter VSR 0 ' 0 4 .026 73 0 . 0 1 4" Grvd Alarm Valve Tyco 513 (13)M 0 ' 0 4 .026 73 0 . 0 Elevation Change 12 ' 0" 5 .2 Hydr Ref R2 Required at Standpipe Riser 73 32. 4 psi 1 Pipe 6" DIx18 America DI 350 80 ' 140 6. 338 73 0 . 0 1 6" Flngd Tee CI 30 ' 120 6. 065 73 0 . 0 1 6" Grvd Back Flow Valve Ames M300 CHART LOSS 73 4 . 5 1 6" Flngd Gate Valve Kennedy Gate 3 ' 120 6.065 73 0 . 0 1 6" Flngd 90 Ell CI 14 ' 120 6. 065 73 0 .0 Elevation Change -3 ' 0" -1 . 3 Hydr Ref R3 Required at Underground 73 35. 6 psi Fixed Flow Flow Loss 100 gpm Hydr Ref R4 Required at Source 173 35. 6 psi Water Source109. 7 psi static, 91 .2 psi residual @ 5396 gpm 173 gpm 109.7 psi SAFETY PRESSURE 74 . 1 psi Available Pressure of 109. 7 psi Exceeds Required Pressure of 35. 6 psi This is a safety margin of 74.1 psi or 68 % of Supply Maximum Water Velocity is 13 . 1 fps Tigard Triangle Drawing Date: 5/12/20 11 :39 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 ✓ 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 Tigard Triangle Drawing Date: 5/12/20 11 :39 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^1/2) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 1 65 .00 -12 . 8 2 65 .00 -12 . 8 3 65 .00 -12 . 7 10 65 .00 -12 . 1 10S 8 . 00 4 . 90 9. 9 15 .4 14 . 0 0 . 05 11 65 . 00 -14 . 2 11S 8 . 00 4 . 90 8 . 2 14 . 0 14 . 0 0 .05 12 65 .00 -14 . 2 12S 8 .00 4 . 90 8 . 2 14 . 0 14 . 0 0 . 05 13 65 .00 -12 .5 13S 8 . 00 4 . 90 9.5 15 . 1 14 . 0 0 . 05 14 65 .00 -13. 9 14S 8 .00 4 . 90 8 .5 14 . 3 14 .0 0 . 05 33 65 .00 -14 .0 34 65 . 00 -14 .2 35 65. 00 -12 . 8 36 65. 00 -12 . 8 40 65. 00 -4 . 8 41 65. 00 -4 .3 42 65 .00 -4 . 6 43 65 .00 -4 . 1 44 65 . 00 -1 .4 45 65 . 00 -7 . 0 46 65 . 00 -12 . 8 47 65 . 00 -12 . 8 48 65. 00 -12 . 8 49 65. 00 -12 . 8 50 65. 00 -12 . 8 51 65.00 -12 . 8 52 65.00 -11 . 1 Al 65 .00 -2 . 1 A2 65 .00 -2 .0 • A3 65 . 00 -0 .4 A4 65 . 00 1 .2 A5 65 . 00 2 . 5 B1 65 . 00 0 . 9 B2 65. 00 0 . 9 B3 65. 00 0 . 9 Cl 65. 00 0 . 9 C2 65. 00 0 . 9 C3 65 . 00 0 . 9 D1 65 . 00 -12 . 9 D2 65 . 00 -12 . 9 D3 65 . 00 -13. 0 D4 65. 00 -12 . 9 D5 65. 00 -12 . 9 El 65. 00 -12 . 7 E2 65 .00 -12 . 7 E3 65 . 00 -12 . 7 Fl 65 . 00 -10 . 8 F2 65 . 00 -10 . 8 Tigard Triangle Drawing Date: 5/12/20 11 :39 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^14) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) F3 65.00 -11 .0 F4 65 .00 -11 .4 G1 65. 00 -12 . 7 G2 65. 00 -12 . 7 G3 65 . 00 -12 . 7 H1 65 . 00 -11 . 5 I1 65 . 00 -12 .2 J1 65. 00 -7 . 6 J2 65. 00 -7 . 6 J3 65 .00 -7 . 7 K1 65 .00 0 . 9 K2 65 . 00 0 . 9 K3 65 . 00 0 . 9 L1 65 . 00 0 . 9 L2 65 .00 0 . 9 M1 65 . 00 -6 .5 M2 65. 00 -6 .5 M3 65. 00 -6 . 3 W 12 .00 25 . 9 Max velocity of 13. 10 occurs in the pipe from 43 TO 44 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. Y Tigard Triangle Drawing Date: 5/12/20 11 :39 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 1 FROM HYDRAULIC REFERENCE 12 TO W (PRIMARY PATH) 14 . 00 1 . 101 IT 57 . 00 8 .2 8 . 2 K = 4 . 90 12S C=150 9. 56 -24 .7 0 . 0 14 . 00 0 . 035 66. 56 2 . 3 8 .2 Vel = 4 . 76 1 . 101 12 . 13 -14 .2 -14 .2 EqK = Nan 12 C=150 0 . 00 0 .0 0 . 0 10 . 96 0 . 022 12 . 13 0 . 3 -14 .2 Vel = 3. 73 1 . 101 4 . 87 -14 . 0 -14 . 0 33 C=150 0 . 00 0 . 0 0 .0 10 . 96 0 .022 4 . 87 0. 1 -14 . 0 Vel = 3 . 73 14 .26 1 . 101 1T 1 . 25 -13 . 9 -13. 9 EqK = Nan 14 C=150 9. 56 0 . 0 0 . 0 25.22 0 . 104 10. 81 1 . 1 -13. 9 Vel = 8 .58 -9. 41 1 . 598 1T 14 . 75 -12 . 7 -12 .7 E3 C=150 11 . 66 0 . 0 0 . 0 See PATH 7 AND 6 15 . 80 0 . 007 26.41 0 .2 -12 .7 Vel = 2 . 55 15. 11 1 . 598 13 .34 -12 . 5 -12 .5 EqK = Nan 13 C=150 0 .00 0 . 0 0 . 0 30. 91 0 . 025 13 . 34 0 . 3 -12 . 5 Vel - 4 . 99 -14 . 12 1 . 598 1T 4 . 00 -12 .2 -12 .2 I1 C=150 11 . 66 0 . 0 0 .0 See PATH 8 16. 79 0. 008 15. 66 0 . 1 -12 .2 Vel = 2 . 71 15 . 39 1 .598 iT 13. 39 -12 . 1 -12 . 1 EqK = Nan 10 C=150 11 . 66 0 . 0 0 . 0 32 . 18 0 . 027 25. 05 0 . 7 -12 . 1 Vel = 5 . 20 11 . 97 1 .598 8 . 97 -11 . 4 -11 .4 F4 C=150 0 . 00 0. 0 0 . 0 See PATH 3 44 . 15 0 . 048 8 . 97 0 .4 -11 . 4 Vel = 7 . 13 -17 . 16 1 . 598 10 . 38 -11 . 0 -11 . 0 F3 C=150 0 . 00 0 . 0 0 . 0 See PATH 9 26 . 99 0. 019 10 .38 0 .2 -11 . 0 Vel = 4 . 36 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Drawing Date: 5/12/20 11 :39 Tyco Fire Products Page 7 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 12 TO W (PRIMARY PATH) -12 . 89 1 . 101 11 96. 78 -10 . 8 -10 . 8 F2 C=150 9. 56 0 . 0 0 . 0 See PATH 10 14 . 11 0 . 036 106 .35 3. 8 -10 . 8 Vel = 4 . 80 12 . 89 1 . 101 18 .25 -7 . 0 -7 . 0 45 C=150 0 . 00 0 . 0 0 . 0 See PATH 10 26. 99 0 . 118 18 .25 2 . 2 -7 . 0 Vel = 9. 19 -10 . 35 1 . 101 lE 34 . 12 -4 . 8 -4 . 8 40 C=150 2T 22 . 95 0 . 0 0 .0 See PATH 13 16 . 64 0 . 048 57 . 07 2 . 8 -4 . 8 Vel = 5 . 66 1 . 598 5. 68 -2 . 1 -2 . 1 Al C=150 0. 00 0 . 0 0 .0 16. 64 0 . 008 5 . 68 0. 0 -2 . 1 Vel = 2 . 69 17 . 63 1 . 598 2T 31 . 45 -2 . 0 -2 . 0 A2 C=150 23. 31 0 . 0 0 .0 See PATH 13 34 .27 0 . 030 54 . 77 1 . 6 -2 . 0 Vel = 5 . 54 20 . 53 1 . 598 1T 10 . 80 -0 . 4 -0. 4 A3 C=150 11 . 66 0 . 0 0 . 0 See PATH 2 54 . 80 0 . 072 22 . 46 1 . 6 -0 .4 Vel = 8 . 85 17 . 97 1 . 598 lE 4 .52 1 .2 1 .2 A4 C=150 5. 83 0 . 0 0 . 0 See PATH 15 72 . 77 0 . 121 10. 34 1 . 3 1 .2 Vel = 11 . 75 4 . 260 3E 200 .34 2 .5 2 . 5 A5 C=120 39. 50 22 . 9 0. 0 72 . 77 0 . 002 239. 85 0 . 4 2 .5 Vel = 1 . 65 W 72 . 77 25 . 9 K = 14 .31 14 . 26 1 . 101 1T 57 . 00 8 .5 8 . 5 K = 4 . 90 14S C=150 9. 56 -24 . 7 0 . 0 14 .26 0. 036 66. 56 2 . 4 8 . 5 Vel = 4 . 85 14 14 . 26 -13. 9 K = Nan UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Drawing Date: 5/12/20 11 :39 Tyco Fire Products Page 8 HYD . Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 15. 11 1 . 101 1T 57 . 00 9.5 9.5 K = 4 . 90 13S C=150 9. 56 -24 . 7 0 . 0 15 . 11 0 . 040 66. 56 2 . 6 9 .5 Vel = 5. 14 13 15 . 11 -12 .5 K = Nan 15. 39 1 . 101 1T 57 .00 9. 9 9. 9 K = 4 . 90 10S C=150 9 . 56 -24 . 7 0. 0 15 . 39 0 . 042 66 . 56 2 . 7 9. 9 Vet = 5 .24 10 15 . 39 -12 . 1 K = Nan PATH 2 FROM HYDRAULIC REFERENCE 12 TO A3 14 . 00 1 . 101 1T 57 . 00 8 .2 8 .2 K = 4 . 90 12S C=150 9. 56 -24 . 7 0 . 0 14 . 00 0 . 035 66.56 2 . 3 8 .2 Vel = 4 . 76 1 . 101 3 . 87 -14 .2 -14 .2 EqK = Nan 12 C=150 0 . 00 0 . 0 0 . 0 3 .04 0 . 002 3 . 8/ 0 . 0 -14 .2 Vel = 1 . 03 1 . 101 4 . 13 -14 .2 -14 .2 34 C=150 0 . 00 0 . 0 0 . 0 3 .04 0 . 002 4 . 13 0 . 0 -14 . 2 Vel = 1 . 03 14 . 01 1 . 101 1T 15 .22 -14 . 2 -14 . 2 EqK = Nan 11 C=150 9 .56 0 . 0 0 . 0 17 . 05 0 . 051 24 . 78 1 . 3 -14 .2 Vel = 5. 80 -8 .28 1 . 598 9. 50 -13 . 0 -13 . 0 D3 C=150 0 . 00 0 . 0 0 . 0 See PATH 3 8 . 77 0 . 002 9. 50 0 . 0 -13. 0 Vel = 1 . 42 -4 . 16 1 . 598 9. 83 -12 . 9 -12 . 9 D4 C=150 0 . 00 0 . 0 0 . 0 See PATH 4 4 . 62 0. 001 9. 83 0 .0 -12 . 9 Vel = 0 . 75 1 . 101 1E 22 .26 -12 . 9 -12 . 9 D5 C=150 3. 83 0 . 0 0 . 0 4 . 62 0. 005 26. 09 0 . 1 -12 . 9 Vel = 1 . 57 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Drawing Date: 5/12/20 11 :39 Tyco Fire Products Page 9 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 12 TO A3 CONTINUED 1 . 101 10. 94 -12 . 8 -12 . 8 99 C=150 0 . 00 0 . 0 0 .0 4 . 62 0 . 005 10 . 94 0 . 0 -12 . 8 Vel = 1 . 57 1 . 101 0 . 65 -12 . 8 -12 . 8 50 C=150 0 . 00 0 . 0 0 . 0 4 . 62 0 . 005 0 . 65 0 . 0 -12 . 8 Vel = 1 . 57 1 . 101 1T 7 . 61 -12 . 8 -12 . 8 51 C=150 9 .56 0 . 0 0 . 0 4 . 62 0 . 005 17 . 17 0 . 1 -12 . 8 Vel = 1 . 57 9 . 88 1 . 598 1 .42 -12 . 7 -12 . 7 G2 C=150 0 .00 0 . 0 0 . 0 See PATH 4 14 . 49 0. 006 1 . 42 0 . 0 -12 . 7 Vet = 2 .34 1 . 101 lE 28 . 09 -12 . 7 -12 . 7 G3 C=150 1T 13. 39 0 . 0 0 . 0 14 . 49 0 . 037 41 . 48 1 . 6 -12 . 7 Vel = 4 . 93 14 . 12 1 . 101 1T 16. 05 -11 . 1 -11 . 1 52 C=150 9. 56 0 . 0 0. 0 See PATH 8 28 . 62 0 . 132 25. 62 3. 4 -11 . 1 Vel = 9. 74 -10 . 15 1 .598 13 . 57 -7 . 7 -7 . 7 J3 C=150 0 . 00 0 . 0 0 . 0 See PATH 11 18 . 47 0 . 010 13 .57 0 . 1 -7 . 7 Vel = 2 . 98 -9. 09 1 . 598 5 . 03 -7 . 6 -7 . 6 J2 C=150 0 . 00 0 . 0 0 . 0 See PATH 12 9. 38 0. 003 5. 03 0 . 0 -7 . 6 Vel = 1 . 51 1 . 101 lE 53 .26 -7 . 6 -7 . 6 J1 C=150 1T 13 . 39 0 . 0 0 . 0 9.38 0 . 017 66. 65 1 . 1 -7 . 6 Vel = 3. 19 1 . 598 5. 03 -6 .5 -6. 5 Ml C=150 0 . 00 0 . 0 0 . 0 9. 38 0 . 003 5. 03 0 . 0 -6. 5 Vel = 1 . 51 9. 09 1 . 598 13. 57 -6.5 -6. 5 M2 C=150 0 . 00 0 . 0 0 . 0 See PATH 12 18 . 47 0 . 010 13 . 57 0 . 1 -6 .5 Vel = 2 . 98 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Drawing Date: 5/12/20 11 :39 Tyco Fire Products Page 10 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 12 TO A3 CONTINUED 10 . 15 1 . 101 1T 7 . 58 -6.3 -6. 3 :43 C=150 9. 56 0 . 0 0 .0 See PATH 11 28 . 62 0 . 132 17 . 14 2 . 3 -6.3 Vel = 9. 74 9 . 89 1 . 101 11 . 78 -4 . 1 -4 . 1 43 C=150 0 . 00 0 . 0 0 . 0 See PATH 9 38 . 50 0 . 229 11 . 78 2 . 7 -4 . 1 Vel = 13. 10 -17 . 97 1 . 101 1T 4 .56 -1 . 4 -1 .4 44 C=150 9. 56 0 . 0 0 . 0 See PATH 15 20 .53 0 . 071 14 . 12 1 . 0 -1 . 4 Vel = 6. 99 A3 20 . 53 -0 . 4 14 . 01 1 . 101 1T 57 .00 8 . 2 8 .2 K = 4 . 90 11S C=150 9.56 -24 . 7 0 . 0 14 . 01 0 . 035 66. 56 2 . 3 8 .2 Vel = 4 . 77 11 14 . 01 -14 .2 K = Nan PATH 3 FROM HYDRAULIC REFERENCE D3 TO F4 8 . 28 1 . 598 11 . 23 -13 . 0 -13. 0 D3 C=150 0 . 00 0 . 0 0 .0 See PATH 2 8 .28 0. 002 11 .23 0 . 0 -13 . 0 Vel = 1 .34 -4 . 09 1 . 598 6. 98 -12 . 9 -12 . 9 D2 C=150 0 . 00 0 . 0 0 . 0 See PATH 5 4 . 19 0 . 001 6. 98 0 . 0 -12 . 9 Vel = 0. 68 1 . 101 2T 41 . 46 -12 . 9 -12 . 9 Dl C=150 19. 13 0. 0 0 . 0 4 . 19 0 . 004 60.58 0 .2 -12 . 9 Vel = 1 .42 7 . 79 1 . 101 2T 28. 09 -12 . 7 -12 . 7 El C=150 19. 13 0 . 0 0.0 See PATH 5 11 . 97 0 . 026 47 .22 1 .2 -12 . 7 Vel = 4 . 07 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Drawing Date: 5/12/20 11 :39 Tyco Fire Products Page 11 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 D3 TO F4 CONTINUED 1 .598 1T 0 . 81 -11 .5 -11 . 5 H1 C=150 11 . 66 0 . 0 0 . 0 11 . 97 0 . 004 12 . 47 0 . 1 -11 . 5 Vel = 1 . 93 F4 11 . 97 -11 . 4 PATH 4 FROM HYDRAULIC REFERENCE D4 TO G2 4 . 16 1 . 101 1T 22 .26 -12 . 9 -12 . 9 D4 C=150 9 . 56 0 . 0 0 . 0 See PATH 2 4 . 16 0 . 004 31 . 82 0 . 1 -12 . 9 Vel = 1 .41 1 . 101 2 . 66 -12 . 8 -12 . 8 35 C=150 0 . 00 0 . 0 0 . 0 4 . 16 0 . 004 2 . 66 0 . 0 -12 . 8 Vel = 1 . 41 1 . 101 8 .28 -12 . 8 -12 . 8 1 C=150 0 . 00 0 . 0 0 . 0 4 . 16 0 . 004 8 .28 0 . 0 -12 . 8 Vel = 1 . 41 1 . 101 0 . 65 -12 . 8 -12 . 8 36 C=150 0 . 00 0. 0 0 . 0 4 . 16 0 . 004 0 . 65 0 . 0 -12 . 8 Vel = 1 . 41 1 . 101 1T 7 . 61 -12 . 8 -12 . 8 2 C=150 9 . 56 0 . 0 0 . 0 4 . 16 0 . 004 17 . 17 0 . 1 -12 . 8 Vel = 1 . 41 5 . 72 1 . 598 9. 83 -12 . 7 -12 . 7 G1 C=150 0 . 00 0 . 0 0 . 0 See PATH 6 9. 88 0 . 003 9 . 83 0. 0 -12 . 7 Vet = 1 . 60 G2 9. 88 -12 . 7 PATH 5 FROM HYDRAULIC REFERENCE D2 TO El UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Drawing Date: 5/12/20 11 :39 Tyco Fire Products Page 12 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 5 FROM HYDRAULIC REFERENCE D2 TO El CONTINUED 4 . 09 1 . 101 1T 17 . 41 -12 . 9 -12 . 9 D2 C=150 9. 56 0 .0 0 . 0 See PATH 3 4 . 09 0 . 004 26. 97 0 . 1 -12 . 9 Vel = 1 . 39 1 . 101 11 . 63 -12 . 8 -12 . 8 46 C=150 0. 00 0 . 0 0 . 0 4 . 09 0 . 004 11 . 63 0 . 0 -12 . 8 Vel = 1 .39 1 . 101 11 .20 -12 . 8 -12 . 8 47 C=150 0 . 00 0 . 0 0 . 0 4 . 09 0. 004 11 .20 0 . 0 -12 . 8 Ve1 = 1 . 39 1 . 101 1T 1 .22 -12 . 8 -12 . 8 48 C=150 9. 56 0 . 0 0 . 0 4 . 09 0 . 004 10 . 78 0 . 0 -12 . 8 Vel = 1 . 39 3. 69 1 . 598 6. 98 -12 . 7 -12 . 7 E2 C=150 0. 00 0 . 0 0. 0 See PATH 7 7 . 79 0 . 002 6. 98 0 . 0 -12 .7 Vel = 1 .26 El 7 . 79 -12 . 7 PATH 6 FROM HYDRAULIC REFERENCE E3 TO Gi 5 . 72 1 . 598 5. 50 -12 . 7 -12 . 7 E3 C=150 0 . 00 0. 0 0 . 0 See PATH 7 AND 1 5. 72 0 . 001 5. 50 0 . 0 -12 . 7 Vel = 0. 92 1 .598 4 . 00 -12 . 7 -12 . 7 3 C=150 0 . 00 0 . 0 0 . 0 5. 72 0 . 001 4 . 00 0 . 0 -12 . 7 Vel = 0 . 92 G1 5 . 72 -12 . 7 PATH 7 FROM HYDRAULIC REFERENCE E3 TO E2 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Drawing Date: 5/12/20 11 :39 Tyco Fire Products Page 13 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 7 FROM HYDRAULIC REFERENCE E3 TO E2 CONTINUED 3 . 69 1 . 598 11 .23 -12 . 7 -12 . 7 E3 C=150 0 . 00 0 . 0 0. 0 See PATH 6 AND 1 3. 69 0 .000 11 .23 0 . 0 -12 . 7 Vel = 0 . 60 E2 3 . 69 -12 . 7 PATH 8 FROM HYDRAULIC REFERENCE I1 TO 52 14 . 12 1 . 101 1T 20 . 75 -12 .2 -12 .2 -1 C=150 9. 56 0 . 0 0 . 0 See PATH 1 14 . 12 0 . 036 30 . 31 1 . 1 -12 .2 Vel = 4 . 81 52 14 . 12 -11 . 1 PATH 9 FROM HYDRAULIC REFERENCE F3 TO 43 17 . 16 1 . 101 1T 115. 03 -11 . 0 -11 . 0 F3 C=150 9 . 56 0 . 0 0 . 0 See PATH 1 17 . 16 0 . 051 124 .59 6 .4 -11 . 0 Vel = 5 . 84 -7 .27 1 . 101 2T 8 . 97 -4 . 6 -4 . 6 42 C=150 19. 13 0 . 0 0 . 0 See PATH 14 9 . 89 0 .018 28 . 09 0 . 5 -4 . 6 Vel = 3 .36 43 9. 89 -4 . 1 PATH 10 FROM HYDRAULIC REFERENCE F2 TO 45 12 . 89 1 . 598 5 . 13 -10 . 8 -10 . 8 F2 C=150 0 . 00 0 .0 0 . 0 See PATH 1 12 . 89 0 . 005 5 . 13 0 .0 -10 .8 Vel = 2 . 08 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Drawing Date: 5/12/20 11 :39 Tyco Fire Products Page 14 . HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 10 FROM HYDRAULIC REFERENCE F2 TO 45 CONTINUED 1 . 101 lE 101 . 91 -10 . 8 -10 . 8 Fl C=150 2T 22 . 95 0 .0 0 . 0 12 . 89 0 . 030 124 . 86 3. 8 -10 . 8 Vel = 4 . 39 45 12 . 89 -7 . 0 PATH 11 FROM HYDRAULIC REFERENCE J3 TO M3 10 . 15 1 . 101 2T 53 .26 -7 . 7 -7 . 7 J3 C=150 19. 13 0 . 0 0 .0 See PATH 2 10 . 15 0 . 019 72 . 39 1 . 4 -7 .7 Vel = 3 .45 M3 10 . 15 -6 . 3 PATH 12 FROM HYDRAULIC REFERENCE J2 TO M2 9. 09 1 . 101 2T 53. 26 -7 . 6 -7 . 6 J2 C=150 19. 13 0 . 0 0 .0 See PATH 2 9. 09 0 . 016 72 . 39 1 . 1 -7 . 6 Vel = 3 . 09 M2 9 . 09 -6 . 5 PATH 13 FROM HYDRAULIC REFERENCE 40 TO A2 10 . 35 1 . 101 2T 5. 08 -4 . 8 -4 . 8 40 C=150 19. 13 0 . 0 0 . 0 See PATH 1 10 . 35 0 .020 24 .21 0 .5 -4 . 8 Vel = 3 . 52 7 .27 1 . 101 iT 33.53 -4 .3 -4 . 3 41 C=150 9. 56 0 .0 0 . 0 See PATH 14 17 . 63 0 . 054 43. 09 2 . 3 -4 .3 Vel = 6. 00 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Drawing Date: 5/12/20 11 :39 Tyco Fire Products Page 15 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn A2 17 . 63 -2 . 0 PATH 14 FROM HYDRAULIC REFERENCE 42 TO 41 7 .27 1 . 101 2T 5 .29 -4 . 6 -4 . 6 42 C=150 19. 13 0 . 0 0 . 0 See PATH 9 7 . 27 0 . 010 24 . 42 0 .3 -4 . 6 Vel = 2 . 47 41 7 .27 -4 . 3 PATH 15 FROM HYDRAULIC REFERENCE 44 TO A4 17 . 97 1 . 101 2T 21 . 58 -1 . 4 -1 . 4 44 C=150 19. 13 0 . 0 0. 0 See PATH 2 17 . 97 0 . 056 40 . 71 2 .3 -1 . 4 Vel = 6 . 12 -2 . 07 1 .598 4 .56 0 . 9 0 . 9 C3 C=150 0 . 00 0. 0 0 . 0 See PATH 16 15. 90 0 . 007 4 . 56 0 . 0 0 . 9 Vel = 2 .57 2 . 07 1 . 598 2T 10. 78 b . 9 0. 9 B3 C=150 23 .31 0 . 0 0 . 0 See PATH 16 AND 18 17 . 97 0 . 009 34 . 09 0 . 3 0 . 9 Vel = 2 . 90 Al 17 . 97 1 .2 K = 16. 16 PATH 16 FROM HYDRAULIC REFERENCE C3 TO B3 2 . 07 1 . 598 8 . 95 0 . 9 0 . 9 C3 C-150 0 . 00 0. 0 0 . 0 See PATH 15 2 . 07 0 . 000 8 . 95 0 . 0 0. 9 Vel = 0 . 33 -1 . 02 1 . 598 5 .22 0 . 9 0 . 9 C2 C=150 0 . 00 0. 0 0 . 0 See PATH 17 1 .05 0 . 000 5. 22 0.0 0. 9 Ve1 = 0 . 17 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Drawing Date: 5/12/20 11 :39 Tyco Fire Products Page 16 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 16 FROM HYDRAULIC REFERENCE C3 TO B3 CONTINUED 1 . 101 1E 50 . 37 0 . 9 0 . 9 C. C=150 1T 13 . 39 0 . 0 0 . 0 1 . 05 0 . 000 63. 75 0. 0 0 . 9 Vel = 0 . 36 1 .598 5.22 0 . 9 0 . 9 L1 C=150 0 . 00 0 . 0 0 . 0 1 . 05 0 . 000 5.22 0 . 0 0 . 9 Vel = 0 . 17 1 .02 1 .598 13 . 51 0 . 9 0 . 9 L2 C=150 0. 00 0 . 0 0 . 0 See PATH 17 2 . 07 0. 000 13 . 51 0 . 0 0. 9 Vel = 0 .33 -0 . 72 1 . 598 9. 44 0 . 9 0 . 9 K3 C=150 0. 00 0. 0 0 . 0 See PATH 18 1 . 35 0 .000 9.44 0 . 0 0. 9 Vel = 0.22 -0 . 67 1 . 598 9. 46 0 . 9 0 . 9 K2 C=150 0 . 00 0. 0 0 . 0 See PATH 19 0 . 68 0 . 000 9. 46 0 . 0 0 . 9 Vel = 0 . 11 1 . 101 1E 50. 37 0. 9 0 . 9 K1 C=150 1T 13 .39 0. 0 0. 0 0 . 68 0 .000 63 . 75 0 . 0 0. 9 Ve1 = 0.23 1. 598 9. 46 0. 9 0 . 9 B1 C=150 0 . 00 0 . 0 0 .0 0. 68 0 . 000 9. 46 0 . 0 0 . 9 Vel = 0 . 11 0 . 67 1 . 598 9. 44 0. 9 0 . 9 B2 C=150 0 . 00 0 . 0 0 . 0 See PATH 19 1 . 35 0 . 000 9. 44 0 . 0 0 . 9 Vel = 0 .22 B3 1 . 35 0 . 9 K = 1 . 40 PATH 17 FROM HYDRAULIC REFERENCE C2 TO L2 1 . 02 1 . 101 21 50 .37 0 . 9 0 . 9 r2 C=150 19. 13 0 . 0 0 . 0 See PATH 16 1 . 02 0. 000 69. 49 0. 0 0 . 9 Vel = 0. 35 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Drawing Date: 5/12/20 11 :39 Tyco Fire Products Page 17 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn L2 1 . 02 0 . 9 K = 1 . 07 PATH 18 FROM HYDRAULIC REFERENCE K3 TO B3 0 . 72 1 . 101 2T 50 . 37 0 . 9 0 . 9 K3 C=150 19 . 13 0 . 0 0 . 0 See PATH 16 0. 72 0 . 000 69. 49 0 . 0 0 . 9 Vel = 0 .25 B3 0 . 72 0 . 9 K = 0 . 75 PATH 19 FROM HYDRAULIC REFERENCE K2 TO B2 0 . 67 1 . 101 2T 50 . 37 0 . 9 0 . 9 K2 C=150 19. 13 0 . 0 0 . 0 See PATH 16 0 . 67 0 . 000 69.49 0 . 0 0 . 9 Vel = 0 .23 B2 0 . 67 0 . 9 K = 0 . 69 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Static Pres: 109.7 psi Pressure: 35.6 psi In: 0 gpm SW BAylor& SW 72nd AVE Resid. Pres: 91.2 psi Sys Flow: 73 gpm Out: 100 gpm Tigard Flow: 5396 gpm Sys+Hose: 173 gpm Remote Area: 2 Date: 10/30/2019 Safety Pres: 74.1 psi Loc: SW Baylor& SW 72nd Ave Hd Ely Pres: 2.2 psi 140 120 Su Iv 100 80 60 40 • 100 gpm hose 20 2.2 psi 100 150 200 250 300 350 400 450 5C Tigard Triangle Drawing Date: 5/ 5/20 11 :36 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Tigard Triangle Location: SW 72nd Ave & SW Baylor Tigard, OR, -, - Drawing Date: Remote Area Number: 3 Contractor: SprinkCAD Telephone: 800-495-5541 www.sprinkcad.com 1400 Pennbrook Pkwy. , Lansdale, PA 1944 Designer: SprinkCAD Calculated By:SprinkCAD www.sprinkcad.com 1400 Pennbrook Pkwy. Lansdale, PA 19446 Construction: Conc/wood Occupancy:Comm/Res Reviewing Authorities:City of Tigard SYSTEM DESIGN Code:NFPA 13 Hazard:OH 1 System Type:WET Area of Sprinkler Oper. 1950 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0 . 150 1 Make: Globe Area per Sprinkler 130 . 0 sq fti Model : GL5615 Hose Allowance Inside 0 gpm 1 K-Factor: 5 . 60 Hose Allowance Outside 250 gpm 1 Temperature Rating: 200 CALCULATION SUMMARY 18 Flowing Outlets gpm Required: 665 .8 psi Required: 85.1 @ Source WATER SUPPLY Water Flow Test Pump Data Date of Test 10/30/19 Rated Capacity 0 gpm Static Pressure 109. 7 psi Rated Pressure 0 . 0 psi Residual Pres 91 .2 psi Elevation 0 At a Flow of 5396 gpm Make: Elevation 0" Model: Location: SW Baylor & SW 782nd Ave Source of Information: Aor SYSTEM VOLUME 326 Gallons \�R " '' 74' / Notes : 77506 PE 6-3-2020 OREGON c;rvFR r0 L �P� Ry N. EXPIRATION DATE:12/31/20 Tigard Triangle Drawing Date: 5/ 5/20 11 :36 • HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 416 74 . 8 psi 1 4" Grvd Dry Valve Tyco DPV-1 w/Tr CHART LOSS 416 0 . 6 1 Pipe 4" 10x21 Allied Imported 12 ' 120 4 .260 416 0.5 1 4" Grvd Butterfly Valve Tyco BFV- 5 ' 120 4 . 026 416 0 .2 1 4" Other Valve Potter VSR 0 ' 0 4 .026 416 0 .0 Elevation Change 12 ' 0" 5 .2 Hydr Ref R1 Required at Dry Riser 416 81.3 psi 1 Pipe 6" DIx18 America DI 350 80 ' 140 6.338 416 0 .3 1 6" Flngd Tee CI 30 ' 120 6. 065 416 0 .2 1 6" Flngd Back Flow Valve Ames M30 CHART LOSS 416 4 . 5 1 6" Flngd Gate Valve Kennedy Gate 3 ' 120 6. 065 416 0 . 0 1 6" Flngd 90 Ell CI 14 ' 120 6 . 065 416 0 . 1 Elevation Change -3 '0" -1 .3 Hydr Ref R2 Required at Underground 416 85. 1 psi Fixed Flow Outside Hose Allow. 250 gpm Hydr Ref R3 Required at Source 666 85.1 psi Water Source109 . 7 psi static, 91 . 2 psi residual @ 5396 gpm 666 gpm 109.3 psi SAFETY PRESSURE 24.2 psi Available Pressure of 109 . 3 psi Exceeds Required Pressure of 85 . 1 psi This is a safety margin of 24 . 2 psi or 22 % of Supply Maximum Water Velocity is 21 . 8 fps Tigard Triangle Drawing Date: 5/ 5/20 11 :36 • 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 ✓ 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 Tigard Triangle Drawing Date: 5/ 5/20 11 :36 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 12 . 00 5. 60 12 . 1 19. 5 19.5 0 . 15 2 12 . 00 5 . 60 12 .2 19. 6 19. 5 0 . 15 3 12 . 00 5. 60 12 . 2 19. 6 19.5 0 . 15 4 12 . 00 5 . 60 12 . 3 19. 7 19 .5 0 . 15 5 12 . 00 5. 60 12 . 6 19. 8 19. 5 0 . 15 6 12 . 00 5 . 60 12 . 7 19. 9 19. 5 0 . 15 7 12 . 00 5. 60 13 . 3 20 . 4 19. 5 0. 16 8 12 . 00 5 . 60 13. 4 20 .5 19.5 0 . 16 9 12 . 00 5 . 60 14 . 7 21 . 5 19.5 0. 17 10 12 . 00 5 . 60 14 . 8 21. 6 19. 5 0 . 17 11 12 . 00 5. 60 16 . 9 23. 0 19.5 0 . 18 12 12 . 00 5. 60 17 . 1 23 . 1 19 . 5 0 . 18 13 12 . 00 5. 60 20 . 2 25.2 19 . 5 0 . 19 14 12 . 00 5. 60 20 . 3 25.3 19. 5 0. 19 15 12 . 00 5. 60 26. 4 28 . 8 19. 5 0 . 22 16 12 . 00 5 . 60 26. 6 28 . 9 19. 5 0.22 17 12 . 00 5. 60 27 .4 29 .3 19.5 0 .23 18 12 . 00 5 . 60 29. 1 30. 2 19. 5 0.23 Al 12 . 00 41 .4 A2 12 . 00 41 . 7 A3 12 . 00 42 . 7 W 3 . 00 74 . 8 Max velocity of 21 . 82 occurs in the pipe from 14 TO A2 Tigard Triangle Drawing Date: 5/ 5/20 11 :36 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 1 TO W (PRIMARY PATH) 19. 50 1 . 682 7 .39 12 . 1 12 . 1 K = 5 . 60 1 C=120 0 . 00 0.0 0 .0 19 . 50 0 .012 7 . 39 0 . 1 12 . 1 Vel = 2 . 84 19 .57 1 . 682 7 .39 12 . 2 12 . 2 K = 5. 60 3 C=120 0 . 00 0 . 0 0 . 0 39. 07 0 . 045 7 .39 0 .3 12 . 2 Vet = 5 . 70 19. 84 1 . 682 7 . 92 12 . 6 12 . 6 K = 5. 60 5 C=120 0 . 00 0 . 0 0.0 58 . 91 0 .096 7 . 92 0 . 8 12 . 6 Vel = 8 . 59 20.43 1 . 682 8 .44 13 .3 13. 3 K = 5. 60 7 C=120 0 . 00 0 . 0 0 . 0 79. 35 0. 167 8 . 44 1 . 4 13 . 3 Vel = 11 . 57 21 . 49 1 . 682 8 . 44 14 . 7 14 . 7 K = 5 . 60 9 C=120 0 . 00 0 . 0 0 . 0 100 . 83 0 .260 8 .44 2 . 2 14 . 7 Vel = 14 . 70 23. 04 1 . 682 8 . 56 16. 9 16. 9 K = 5. 60 11 C=120 0 . 00 0 . 0 0 . 0 123 . 87 0 . 381 8 . 56 3 . 3 16. 9 Vel = 18 . 06 25 . 16 1 . 682 1T 29. 70 20 .2 20 .2 K = 5 . 60 13 C=120 9. 90 0 . 0 0 .0 149. 03 0 .536 39. 60 21 .2 20 .2 Vel = 21 . 73 3.260 15 . 00 41 .4 41 . 4 Al C=120 0 . 00 0 . 0 0 . 0 149 . 03 0 . 021 15. 00 0 . 3 41 .4 Vel = 5 . 78 149. 63 3 .260 11 . 77 41 . 7 41 . 7 A2 C=120 0 . 00 0 . 0 0 . 0 See PATH 2 298 . 66 0 . 077 11 .77 0 . 9 41 . 7 Vel = 11 .59 117 . 10 3.260 5E 130 . 66 42 . 7 42 . 7 A3 C=120 1T 67 .20 3 . 9 0 . 0 See PATH 3 415 . 77 0. 143 197 . 86 28 .2 42 . 7 Vel = 16 . 14 W 415 . 77 74 . 8 K = 48 . 08 PATH 2 FROM HYDRAULIC REFERENCE 2 TO A2 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Drawing Date: 5/ 5/20 11 :36 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 2 TO A2 CONTINUED 19 .58 1 . 682 7 . 39 12 . 2 12 . 2 K = 5 . 60 2 0=120 0 . 00 0. 0 0 . 0 19 . 58 0 .013 7 . 39 0. 1 12 . 2 Vel = 2 . 85 19. 65 1 . 682 7 . 39 12 . 3 12 . 3 K = 5 . 60 4 C=120 0 . 00 0 . 0 0 . 0 39. 23 0 . 045 7 .39 0 . 3 12 . 3 Vel = 5 .72 19. 92 1 . 682 7 . 92 12 . 7 12 . 7 K = 5. 60 6 C=120 0 . 00 0 . 0 0 . 0 59. 15 0 . 097 7 . 92 0 . 8 12 . 7 Vel = 8 . 63 20 . 52 1 . 682 8 .44 13 . 4 13. 4 K = 5. 60 8 C=120 0 . 00 0 . 0 0 . 0 79. 67 0 . 168 8 .44 1 . 4 13. 4 Vel = 11 . 62 21 . 58 1 . 682 8 .44 14 . 8 14 . 8 K = 5. 60 10 C=120 0 . 00 0 . 0 0. 0 101 .25 0 . 262 8 .44 2 .2 14 . 8 Ve1 = 14 . 76 23 . 13 1 . 682 8 .56 17 . 1 17 . 1 K = 5. 60 12 C=120 0 .00 0 . 0 0 . 0 124 . 38 0 . 384 8 . 56 3 .3 17 . 1 Vel = 18 . 13 25.26 1 . 682 1T 29. 70 20 .3 20 .3 K = 5 . 60 14 C=120 9. 90 0 . 0 0 . 0 149. 63 0 . 540 39. 60 21 .4 20 .3 Vel = 21 . 82 A2 149. 63 41 . 7 K = 23 . 16 PATH 3 FROM HYDRAULIC REFERENCE 15 TO A3 28 . 75 1 . 682 8 . 44 26.4 26.4 K = 5. 60 15 C=120 0 . 00 0 .0 0 . 0 28 . 75 0 . 026 8 . 44 0.2 26.4 Vel = 4 . 19 28 . 87 1 . 682 8 . 44 26 . 6 26. 6 K = 5 . 60 16 C=120 0 . 00 0.0 0 . 0 57 . 63 0 . 092 8 . 44 0 . 8 26. 6 Vel = 8 .40 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Drawing Date: 5/ 5/20 11 :36 v Tyco Fire Products Page 7 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 15 TO A3 CONTINUED 29.29 1 . 682 8 . 56 27 .4 27 . 4 K = 5 . 60 17 C=120 0 . 00 0 .0 0 . 0 86. 92 0 . 198 8 . 56 1 . 7 27 .4 Vel = 12 . 67 30. 19 1 . 682 1T 29 . 70 29. 1 29. 1 K = 5 . 60 18 C=120 9. 90 0 . 0 0 . 0 117 . 10 0 .343 39 . 60 13 . 6 29. 1 Vel = 17 . 07 A3 117 . 10 42 . 7 K = 17 . 93 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Static Pres: 109.7 psi Pressure: 85.1 psi In: 0 gpm SW 72nd Ave& SW Baylor Resid. Pres: 91.2 psi Sys Flow: 416 gpm Out: 250 gpm Tigard Flow: 5396 gpm Sys+Hose: 666 gpm Remote Area: 3 Date: 10/30/19 Safety Pres: 24.2 psi Loc: SW Baylor& SW 782nd Ave Hd Ely Pres: 3.9 psi • 140 120 Suppl • 100 • 80 250 gpm hose 60 • 40 20 3.9 psi 150 225 300 375 450 525 600 675 7! Tigard Triangle Drawing Date: 5/12/20 11 :40 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Tigard Triangle Location: SW BAylor & SW 72nd AVE Tigard, OR, 97223, Drawing Date: Remote Area Number: 4 Contractor: Crown Fire Systems Telephone: 503-777-5030 7402 SE Johnsone Creek Blvd Portland, OR 97206 Designer: Wes Jones Calculated By: SprinkCAD www. sprinkcad. com 1400 Pennbrook Pkwy. Lansdale, PA 19446 Construction: Occupancy:Residential Reviewing Authorities :City of Tigard SYSTEM DESIGN Code:NFPA 13 Hazard:Light System Type:WET Area of Sprinkler Oper. 1000 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0 . 100 I Make: Globe Area per Sprinkler 148 . 0 sq ftt Model : GL5615 Hose Allowance Inside 0 gpm 1 K-Factor: 5 . 60 Hose Allowance Outside 100 gpm I Temperature Rating: 200 CALCULATION SUMMARY 9 Flowing Outlets gpm Required: 239.0 psi Required: 102 .7 @ Source WATER SUPPLY Water Flow Test 1 Pump Data I Date of Test 10/30/2019 I Rated Capacity 0 gpm I .cps i ► Static Pressure 109. 7 psi I Rated Pressure 0 . 0 psi I „� �• Residual Pres 91 .2 psi 1 Elevation 0 01. At a Flow of 5396 gpm I Make : t77506 PE Elevation 0" I Model: 1 6-3-2020 _ OREGON Location: SW Baylor & SW 72nd Ave 94y ,Lp� Source of Information: Tualatin Valley Water District F41;9 0 O NkP� SYSTEM VOLUME 430 Gallons EXPIRATION DAM 12/31/20 Notes : Tigard Triangle Drawing Date: 5/12/20 11 :40 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 4 139 88 . 6 psi 1 11" Thrd Alarm Valve Tyco 513D,D/ 0 ' 0 1 . 610 139 0 . 0 1 11" Thrd Ball Valve Central F19 0 ' 0 1 . 610 139 0 .0 1 Pipe 11" PVx15 BlazeMa Plastic 10 ' 150 1 .598 139 4 .0 1 Pipe 4" 10x21 Allied Domestic 53 ' 120 4 .260 139 0 . 3 1 4" x 4" x 1-1/2" Grvd Tee #321 20 ' 120 4 .026 139 0 . 1 Hydr Ref R1 Required at Floor control 139 93.1 psi 1 Pipe 4" 10x21 Allied Imported 12 ' 120 4 .260 139 0 . 1 1 4" Grvd Butterfly Valve Tyco BFV- 5 ' 120 4 . 026 139 0 . 0 1 4" Other Valve Potter VSR 0 ' 0 4 . 026 139 0 . 0 1 4" Grvd Alarm Valve Tyco 513 (13)M 0 ' 0 4 . 026 139 0 . 0 Elevation Change 12 ' 0" 5.2 Hydr Ref R2 Required at Standpipe Riser 139 98.4 psi 1 Pipe 6" DIxl8 America DI 350 80 ' 140 6.338 139 0 .0 1 6" Flngd Tee CI 30 ' 120 6. 065 139 0 . 0 1 6" Grvd Back Flow Valve Ames M300 CHART LOSS 139 5. 6 1 6" Flngd Gate Valve Kennedy Gate 3 ' 120 6. 065 139 0 . 0 1 6" Flngd 90 Ell CI 14 ' 120 6. 065 139 0 . 0 Elevation Change -3 ' 0" -1 . 3 Hydr Ref R3 Required at Underground 139 102.7 psi Fixed Flow Flow Loss 100 gpm Hydr Ref R4 Required at Source 239 102.7 psi Water Source109. 7 psi static, 91 .2 psi residual 8 5396 gpm 239 gpm 109. 6 psi SAFETY PRESSURE 7. 0 psi Available Pressure of 109. 6 psi Exceeds Required Pressure of 102 . 7 psi This is a safety margin of 7 . 0 psi or 6 % of Supply Maximum Water Velocity is 25. 1 fps Tigard Triangle Drawing Date: 5/12/20 11 : 40 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 ✓ 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 Tigard Triangle Drawing Date: 5/12/20 11 :40 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 65 . 00 8 . 5 2 65 .00 8 . 8 3 65.00 11 .2 10 65. 00 17 .2 11 65 . 00 8.4 12 65 . 00 8 . 6 13 65. 00 14 . 6 14 65. 00 9. 7 30 65. 00 7 . 6 30S 66.00 5 . 60 7 . 0 14 . 8 14 . 8 0 . 10 31 65 .00 8 . 4 31S 66. 00 5 . 60 7 . 8 15. 6 14 . 8 0 . 11 32 65 . 00 7 . 8 ' 32S 66.00 5 . 60 7 .2 15. 0 14 . 8 0 . 10 33 65. 00 9 . 0 33S 66. 00 5. 60 8 . 1 15 . 9 14 . 8 0 . 11 34 65. 00 8 .4 34S 66. 00 5 . 60 7 . 6 15.4 14 . 8 0 . 10 35 65 .00 8 . 4 35S 66 . 00 5. 60 7 . 5 15 . 4 14 . 8 0 . 10 36 65 . 00 8 . 8 36S 66 . 00 5. 60 7 . 9 15. 7 14 . 8 0 . 11 37 65 .00 8 . 3 37S 66. 00 5. 60 7 . 7 15 .5 14 . 8 0 . 10 38 65. 00 8 .4 1 38S 66. 00 5. 60 7 . 8 15. 6 14 . 8 0 . 11 40 65 . 00 40 . 3 41 65. 00 41 . 9 42 65. 00 41 . 0 43 65 . 00 42 . 6 44 65.00 51 . 6 45 65. 00 33. 3 46 65. 00 7 . 9 47 65 . 00 8 . 1 48 65 .00 8 . 9 49 65. 00 8 . 4 50 65. 00 8 . 9 51 65 . 00 9 . 0 52 65 . 00 18 . 6 Al 65 .00 49. 4 A2 65 . 00 49. 5 A3 65 . 00 55 . 0 A4 65 . 00 60 . 3 A5 65 .00 64 . 4 181 65 . 00 59.2 B2 65. 00 59.2 B3 65. 00 59.2 Cl 65 . 00 59. 1 C2 65 . 00 59. 1 C3 65. 00 59. 1 Dl 65. 00 8 . 5 Tigard Triangle Drawing Date: 5/12/20 11 :40 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^1/2) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) D2 65 . 00 8 .5 D3 65 . 00 8 .5 D4 65 . 00 8 .5 D5 65 . 00 8 .4 El 65 . 00 11 .2 E2 65 . 00 11 . 1 E3 65 . 00 11 . 3 Fl 65 . 00 21 . 0 F2 65 . 00 20 . 9 F3 65 . 00 20 . 3 F4 65 . 00 18 . 9 G1 65 . 00 11 . 1 G2 65 . 00 11 .2 G3 65 . 00 11 .2 H1 65 . 00 18 . 6 I1 65 . 00 16.2 Jl 65 . 00 30 . 6 J2 65 . 00 30 . 6 J3 65 . 00 30 . 1 K1 65 . 00 59.2 K2 65 . 00 59.2 K3 65 . 00 59.2 L1 65 . 00 59.2 L2 65 . 00 59.2 M1 65 . 00 34 .4 M2 65 . 00 34 . 5 M3 65 . 00 34 . 9 W 12 . 00 88 . 6 Max velocity of 25 . 10 occurs in the pipe from 43 TO 44 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. Tigard Triangle Drawing Date: 5/12/20 11 : 40 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 1 FROM HYDRAULIC REFERENCE 30 TO W (PRIMARY PATH) 14 . 82 1 . 101 1E 1 . 00 7 . 0 7 . 0 K = 5. 60 30S C=150 3 . 83 0 . 4 0 . 0 14 . 82 0 .039 4 . 83 0 .2 7 . 0 Vel = 5 .04 1 . 101 1T 2 . 10 7 . 6 7 . 6 EqK = 5. 37 3© C=150 9.56 0 . 0 0 . 0 14 . 82 0 . 039 11 . 67 0 . 5 7 . 6 Vel = 5 .04 6. 10 1 . 101 11 . 20 8 . 1 8 . 1 47 C=150 0. 00 0. 0 0 . 0 See PATH 10 20 . 92 0 . 074 11 .20 0 . 8 8 . 1 Vel = 7 . 12 15 . 60 1 . 101 1T 1 .22 8 . 9 8 . 9 48 C=150 9. 56 0 . 0 0 . 0 See PATH 4 36. 52 0 .207 10.78 2 .2 8 . 9 Vel = 12 . 43 -15 .55 1 . 598 11 .23 11 . 1 11 . 1 E2 C=150 0 . 00 0 .0 0 . 0 See PATH 12 20 . 97 0 . 012 11 .23 0. 1 11 . 1 Vel = 3 .39 52 . 94 1 . 598 1T 14 . 75 11 . 3 11 . 3 E3 C=150 11 . 66 0 . 0 0 . 0 See PATH 5 AND 8 73. 91 0 . 124 26.41 3. 3 11 . 3 Vel = 11 . 94 1 . 598 13 .34 14 . 6 14 . 6 13 C=150 0 . 00 0 . 0 0 . 0 73. 91 0 . 124 13 .34 1 .7 14 . 6 Vel = 11 . 94 -21 . 73 1 . 598 1T 4 . 00 16.2 16.2 I1 C=150 11 . 66 0 . 0 0. 0 See PATH 14 52 . 18 0 . 065 15 . 66 1 .0 16.2 Vel = 8 . 43 1 .598 1T 13 . 39 17 .2 17 .2 10 C=150 11 . 66 0 . 0 0. 0 52 . 18 0 . 065 25 . 05 1 . 6 17 .2 Vel = 8 . 43 31 . 35 1 .598 8 . 97 18 . 9 18 . 9 F4 C=150 0 . 00 0 . 0 0 .0 See PATH 2 83 . 52 0 . 156 8 . 97 1 . 4 18 . 9 Vel = 13 . 49 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Drawing Date: 5/12/20 11 :40 Tyco Fire Products Page 7 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 30 TO W (PRIMARY PATH) -32 . 43 1 . 598 10 .38 20 . 3 20. 3 F3 C=150 0 . 00 0 . 0 0 . 0 See PATH 15 51 . 09 0 . 063 10 . 38 0 . 7 20 . 3 Vel = 8 .25 -24 . 39 1 . 101 1T 96 . 78 20 . 9 20 . 9 F2 C=150 9. 56 0 . 0 0 . 0 See PATH 16 26. 70 0 . 116 106. 35 12 .3 20 . 9 Vel = 9. 09 24 . 39 1 . 101 18 .25 33 . 3 33.3 45 C=150 0 .00 0 . 0 0 . 0 See PATH 16 51 . 09 0 . 386 18 .25 7 . 0 33. 3 Vel = 17 .39 -19 . 45 1 . 101 1E 34 . 12 40 . 3 40 .3 40 C=150 2T 22 . 95 0 . 0 0 . 0 See PATH 19 31 . 64 0 . 159 57 . 07 9 . 1 40 . 3 Vel = 10 . 77 1 .598 5 . 68 49 .4 49 . 4 Al C=150 0 . 00 0 . 0 0 . 0 31 . 64 0 . 026 5 . 68 0 . 1 49. 4 Vel = 5 . 11 33 . 61 1 . 598 2T 31 . 45 49 . 5 49. 5 A2 C=150 23 . 31 0 . 0 0 . 0 See PATH 19 65.25 0 . 099 54 . 77 5 . 4 49. 5 Vel = 10 .54 39.39 1 . 598 1T 10 . 80 55 . 0 55. 0 A3 C=150 11 . 66 0 . 0 0 . 0 See PATH 3 104 . 64 0.237 22 . 46 5. 3 55 . 0 Vel = 16. 90 34 .38 1 . 598 1E 4 . 52 60 . 3 60 . 3 A4 C=150 5 . 83 0 . 0 0 . 0 See PATH 21 139. 02 0 .401 10 .34 4 . 1 60 .3 Vel = 22 . 46 4 .260 3E 200 . 34 64 .4 64 . 4 A5 C=120 39. 50 22 . 9 0 . 0 139 .02 0 . 005 239. 85 1 .2 64 . 4 Vel = 3. 16 W 139 . 02 88 . 6 K = 14 . 76 PATH 2 FROM HYDRAULIC REFERENCE 32 TO F4 15 . 03 1 . 101 lE 1 . 00 7 . 2 7 . 2 K = 5. 60 32S C=150 3 . 83 0 . 4 0 . 0 15. 03 0 . 040 4 . 83 0 . 2 7 . 2 Vel = 5 . 12 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Drawing Date: 5/12/20 11 :40 Tyco Fire Products Page 8 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 32 TO F4 CONTINUED 1 . 101 2 . 10 7 .8 7 . 8 EqK = 5.37 32 C=150 0 .00 0 .0 0 . 0 15. 03 0 .040 2 . 10 0 . 1 7 . 8 Vel = 5 . 12 -6. 10 1 . 101 2T 17 .41 7 . 9 7 . 9 46 C=150 19. 13 0 .0 0 . 0 See PATH 10 8 . 93 0 . 015 36.53 0 . 6 7 . 9 Vel = 3 .04 6. 86 1 .598 6. 98 8 .5 8 . 5 D2 C=150 0 . 00 0 . 0 0 .0 See PATH 6 15. 79 0 .007 6. 98 0 . 0 8.5 Vel = 2 .55 1 . 101 2T 41 . 46 8 . 5 8 .5 D1 C=150 19. 13 0 . 0 0 .0 15. 79 0 . 044 60. 58 2 .7 8 .5 Vel = 5 . 37 15. 55 1 . 101 2T 28 . 09 11 .2 11 .2 El C=150 19. 13 0 .0 0 . 0 See PATH 12 31 .35 0 . 156 47 .22 7 .4 11 .2 Vel = 10 . 67 1 . 598 1T 0 . 81 18 . 6 18 . 6 H1 C=150 11 . 66 0 . 0 0 . 0 31 .35 0 . 025 12 . 47 0 .3 18 . 6 Vel = 5 . 06 F4 31 . 35 18 . 9 K = 7 .21 PATH 3 FROM HYDRAULIC REFERENCE 37 TO A3 15. 50 1 . 101 lE 1 . 00 7 . 7 7 . 7 K = 5. 60 37S C=150 3.83 0 . 4 0 . 0 15. 50 0 . 042 4 . 83 0 .2 7 . 7 Vel = 5.27 1 . 101 1 . 48 8 .3 8 . 3 EqK = 5.38 37 C=150 0 . 00 0 . 0 0. 0 15 . 50 0 . 042 1 .48 0 . 1 8 . 3 Vel = 5 .27 -3 . 30 1 . 101 1T 10 . 94 8 . 4 8 . 4 49 C=150 9 . 56 0 . 0 0 . 0 See PATH 11 12 . 20 0 . 027 20 . 50 0 . 6 8 . 4 Vel = 4 . 15 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Drawing Date: 5/12/20 11 :40 Tyco Fire Products Page 9 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC REFERENCE 37 TO A3 CONTINUED 15 . 64 1 . 101 0 . 65 8 . 9 8 . 9 50 C=150 0 . 00 0 . 0 0 . 0 See PATH 7 27 . 83 0 . 125 0 . 65 0 . 1 8 . 9 Vel = 9 .47 1 . 101 iT 7 . 61 9. 0 9.0 51 C=150 9. 56 0 . 0 0 .0 27 . 83 0 . 125 17 . 17 2 .2 9.0 Vel = 9. 47 5 . 93 1 .598 1 .42 11 .2 11 .2 G2 C=150 0.00 0 . 0 0 . 0 See PATH 13 33.76 0 . 029 1 .42 0 . 0 11 .2 Vel = 5 . 45 1 . 101 lE 28 . 09 11 .2 11 .2 G3 C=150 1T 13. 39 0 . 0 0 .0 33 . 76 0 . 179 41 .48 7 .4 11 .2 Vel = 11 . 49 21 . 73 1 . 101 1T 16. 05 18 . 6 18 . 6 52 C=150 9.56 0 . 0 0 . 0 See PATH 14 55 . 49 0 .450 25. 62 11 . 5 18 . 6 Vel = 18 .88 -19 . 68 1 . 598 13. 57 30 . 1 30 . 1 J3 C=150 0 . 00 0 . 0 0 .0 See PATH 17 35 . 81 0 . 033 13.57 0 . 4 30. 1 Vel = 5. 78 -17 . 62 1 .598 5 .03 30. 6 30 . 6 J2 C=150 0 .00 0 . 0 0 . 0 See PATH 18 18 . 19 0 . 009 5 . 03 0 . 0 30 . 6 Vel = 2 . 94 1 . 101 lE 53 .26 30 . 6 30 . 6 J1 C=150 1T 13 .39 0 . 0 0. 0 18 . 19 0 . 057 66 . 65 3 . 8 30 . 6 Vel = 6. 19 1 . 598 5 .03 34 . 4 34 . 4 Ml C=150 0 . 00 0 . 0 0 . 0 18 . 19 0 . 009 5. 03 0 . 0 34 .4 Vel = 2 . 94 17 . 62 1 . 598 13. 57 34 . 5 34 .5 M2 C=150 0 . 00 0 . 0 0 . 0 See PATH 18 35 . 81 0 . 033 13. 57 0 .4 34 .5 Vel = 5 . 78 19. 68 1 . 101 1T 7 . 58 34 . 9 34 . 9 M3 C=150 9. 56 0 . 0 0 . 0 See PATH 17 55. 49 0. 450 17 . 14 7 .7 34 . 9 Vel = 18 . 88 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Drawing Date: 5/12/20 11 :40 Tyco Fire Products Page 10 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC REFERENCE 37 TO A3 CONTINUED 18 .27 1 . 101 11 . 78 42 . 6 42 . 6 43 C=150 0 . 00 0 . 0 0 . 0 See PATH 15 73 .77 0 . 761 11 .78 9. 0 42 . 6 Vel = 25. 10 -34 . 38 1 . 101 1T 4 .56 51 . 6 51 . 6 44 C=150 9. 56 0 . 0 0 . 0 See PATH 21 39. 39 0 .238 14 . 12 3.4 51 . 6 Vel = 13 .40 A3 39.39 55 . 0 K = 5 . 31 PATH 4 FROM HYDRAULIC REFERENCE 31 TO 48 15. 60 1 . 101 lE 1 . 00 7 . 8 7 . 8 K = 5 . 60 315 C=150 3 . 83 0 . 4 0 . 0 15 . 60 0 . 043 4 . 83 0 . 2 7 . 8 Vel = 5 . 31 1 . 101 IT 2 . 10 8 . 4 8 . 4 EqK = 5. 38 31 C=150 9. 56 0 .0 0 . 0 15 . 60 0 .043 11 . 67 0 .5 8 . 4 Vel = 5 .31 48 15 . 60 8 . 9 K = 5.23 PATH 5 FROM HYDRAULIC REFERENCE 35 TO E3 15 .37 1 . 101 1T 1 . 00 7 . 5 7 . 5 K = 5 . 60 35+5 C=150 9. 56 0 .4 0 .0 15. 37 0. 042 10 . 56 0 .4 7 . 5 Vel = 5 .23 1 . 101 2 . 66 8 .4 8 . 4 EqK = 5 .30 35 C=150 0 . 00 0 .0 0 .0 1 13 . 14 0 . 031 2 . 66 0 . 1 8 .4 Vel = 4 .47 1 1 . 101 8 .28 8 . 5 8 . 5 1 C=150 0 . 00 0 . 0 0 . 0 13. 14 0 . 031 8 .28 0 . 3 8 . 5 Vel = 4 .47 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Drawing Date: 5/12/20 11 :40 Tyco Fire Products Page 11 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 5 FROM HYDRAULIC REFERENCE 35 TO E3 CONTINUED 15 . 70 1 . 101 0 . 65 8 . 8 8 . 8 EqK = 5.31 36 C=150 0 .00 0 .0 0 . 0 28 . 84 0 . 134 0 . 65 0 . 1 8. 8 Vel = 9. 81 1 . 101 iT 7 . 61 8 . 8 8 . 8 2 C=150 9 . 56 0 . 0 0 . 0 28 . 84 0 . 134 17 . 17 2 . 3 8 . 8 Vel = 9. 81 -5 . 93 1 .598 4 .00 11 . 1 11 . 1 G1 C=150 0 .00 0 . 0 0 . 0 See PATH 13 22 . 92 0 .014 4 . 00 0 . 1 11. 1 Vel = 3. 70 1 . 598 5. 50 11 . 2 11 .2 3 C=150 0. 00 0 . 0 0 . 0 22 . 92 0.014 5 .50 0 . 1 11 .2 Vel = 3 . 70 E3 22 . 92 11 . 3 K = 6. 82 15 . 70 1 . 101 1T 1 . 00 7 . 9 7 . 9 K = 5 . 60 36S C=150 9 .56 0 . 4 0 . 0 15 . 70 0 . 043 10 .56 0 .5 7 . 9 Vel = 5 . 34 36 15.70 8 . 8 K = 5 . 31 PATH 6 FROM HYDRAULIC REFERENCE 35 TO D2 • 15 . 37 1 . 101 1T 1 . 00 7 . 5 7 . 5 K = 5 . 60 35S C=150 9. 56 0 .4 0 .0 15. 37 0 . 042 10 . 56 0 . 4 7 .5 Vel = 5 .23 1 . 101 1T 22 . 26 8 . 4 8 .4 EqK = 5 .30 35 C=150 9 .56 0 . 0 0 . 0 2 . 23 0 .001 31 . 82 0 . 0 8 . 4 Vel = 0 . 76 3. 30 1 . 598 9 . 50 8 . 5 8 . 5 D4 C=150 0 . 00 0 . 0 0 . 0 See PATH 11 5 . 53 0 . 001 9 .50 0 . 0 8 . 5 Vel = 0 . 89 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Drawing Date: 5/12/20 11 :40 Tyco Fire Products Page 12 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 6 FROM HYDRAULIC REFERENCE 35 TO D2 CONTINUED 1 .33 1 .598 11 .23 8 . 5 8 .5 E3 C=150 0 . 00 0 .0 0 . 0 See PATH 9 6. 86 0 . 002 11 .23 0 .0 8 . 5 Vel = 1 . 11 D2 6. 86 8 . 5 K = 2 .36 PATH 7 FROM HYDRAULIC REFERENCE 38 TO 50 15 . 64 1 .101 1E 1 . 00 7 . 8 7 . 8 K = 5 . 60 38S C=150 3 . 83 0 . 4 0 .0 15 . 64 0 . 043 4 .83 0 .2 7 .8 Vel = 5. 32 1 . 101 1T 1 . 48 8 .4 8 .4 EqK = 5 .38 38 C=150 9 . 56 0 . 0 0 .0 15 . 64 0 .043 11 . 04 0 . 5 8 . 4 Vel = 5. 32 50 15 . 64 8 . 9 K = 5 .24 PATH 8 FROM HYDRAULIC REFERENCE 34 TO E3 15 .41 1 . 101 11 1 .00 7 . 6 7 . 6 K = 5 . 60 34S C=150 9. 56 0 .4 0 . 0 15 .41 0 . 042 10 .56 0 .4 7 . 6 Vel = 5 . 24 1 . 101 3 . 87 8 . 4 8 . 4 EqK = 5 . 30 34 C=150 0 . 00 0 . 0 0 . 0 14 .08 0 . 036 3 . 87 0 . 1 8 . 4 Vel = 4 .79 1 . 101 12 . 13 8 . 6 8 . 6 12 C=150 0 .00 0 . 0 0 . 0 14 .08 0 . 036 12 . 13 0 . 4 8 . 6 Vel = 4 .79 15 . 95 1 . 101 4 . 87 9. 0 9. 0 EqK = 5. 31 33 C=150 0 . 00 0 . 0 0 . 0 30 .03 0 . 144 4 .87 0 . 7 9 .0 Vel = 10 .22 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Drawing Date: 5/12/20 11 :40 Tyco Fire Products Page 13 HYD . 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FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 8 FROM HYDRAULIC REFERENCE 34 TO E3 CONTINUED 1 . 101 1T 1 .25 9. 7 9. 7 14 C=150 9. 56 0 . 0 0 . 0 30 . 03 0 . 144 10 . 81 1 . 6 9.7 Vel = 10 .22 E3 30 . 03 11 . 3 K = 8 . 94 15. 95 1 . 101 1T 1 .00 8 . 1 8 . 1 K = 5. 60 33S C=150 9. 56 0 . 4 0 .0 15. 95 0 . 045 10 . 56 0 . 5 8 . 1 Vel = 5 .43 33 15 . 95 9. 0 K = 5 .31 PATH 9 FROM HYDRAULIC REFERENCE 34 TO D3 ` 15 .41 1 . 101 LT 1 .00 7 . 6 7 . 6 K = 5. 60 34S C=150 9 . 56 0 . 4 0 . 0 15. 41 0 . 042 10 . 56 0 . 4 7 . 6 Vel = 5 .24 1 . 101 4 . 13 8 .4 8 .4 EqK = 5 . 30 34 C=150 0 . 00 0 . 0 0 . 0 1 . 33 0 . 000 4 . 13 0 .0 8 .4 Vel = 0 .45 1 . 101 1T 15 .22 8 .4 8 .4 11 C=150 9 . 56 0 . 0 0 . 0 1 . 33 0 . 000 24 .78 0 . 0 8 . 4 Vel = 0 .45 D3 1 . 33 8 . 5 K = 0 . 46 PATH 10 FROM HYDRAULIC REFERENCE 46 TO 47 6 . 10 1 . 101 1T 11 . 63 7 . 9 7 . 9 46 C=150 9 . 56 0 .0 0 . 0 See PATH 2 6. 10 0 . 008 21 . 19 0 .2 7 . 9 Vel = 2 . 08 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Drawing Date: 5/12/20 11 :40 Tyco Fire Products Page 14 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 47 6 . 10 8 . 1 K = 2 . 15 PATH 11 FROM HYDRAULIC REFERENCE 49 TO D4 3 .30 1 . 101 1E 22 .26 8 . 4 8 . 4 49 C=150 1T 13 .39 0 . 0 0. 0 See PATH 3 3 .30 0 . 002 35 . 65 0 . 1 8 . 4 Vel = 1 . 12 1 .598 9. 83 8 . 4 8 . 4 D5 C=150 0 .00 0 . 0 0 . 0 3 . 30 0 . 000 9.83 0 . 0 8 . 4 Vet = 0 .53 D4 3 . 30 8 . 5 K = 1 . 14 PATH 12 FROM HYDRAULIC REFERENCE E2 TO El 15 . 55 1 . 598 6. 98 11 . 1 11 . 1 E2 C=150 0 . 00 0 . 0 0 . 0 See PATH 1 15 . 55 0 . 007 6 . 98 0 . 0 11 . 1 Vel = 2 . 51 1 15 . 55 11 .2 K = 4 . 65 PATH 13 FROM HYDRAULIC REFERENCE G1 TO G2 5 . 93 1 . 598 9 . 83 11 . 1 11 . 1 G= C=150 0 . 00 0 . 0 0 . 0 See PATH 5 5 . 93 0 . 001 9 . 83 0 . 0 11 . 1 Vel = 0 . 96 G2 5 . 93 11 .2 K = 1 .77 PATH 14 FROM HYDRAULIC REFERENCE I1 TO 52 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Drawing Date: 5/12/20 11 :40 Tyco Fire Products Page 15 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 14 FROM HYDRAULIC REFERENCE I1 TO 52 CONTINUED 21 . 73 1 . 101 1T 20 .75 16 .2 16 .2 Ii C=150 9.56 0 . 0 0 . 0 See PATH 1 21 .73 0 .079 30 . 31 2 .4 16 .2 Vel = 7 . 40 52 21 .73 18 . 6 K = 5. 04 PATH 15 FROM HYDRAULIC REFERENCE F3 TO 43 32 . 43 1 . 101 IT 115 . 03 20 .3 20 . 3 F3 C=150 9. 56 0 . 0 0 . 0 See PATH 1 32 .43 0 . 166 124 . 59 20 . 7 20. 3 Vel = 11 . 03 -14 . 16 1 . 101 2T 8 . 97 41 . 0 41 .0 42 C=150 19. 13 0 . 0 0 . 0 See PATH 20 18 .27 0 . 058 28 . 09 1 . 6 41 . 0 Vel = 6 .22 43 18 .27 42 . 6 K = 2 . 80 PATH 16 FROM HYDRAULIC REFERENCE F2 TO 45 24 . 39 1 . 598 5. 13 20 . 9 20 . 9 F2 C=150 0 .00 0 . 0 0 . 0 See PATH 1 24 . 39 0 . 016 5 . 13 0 . 1 20 . 9 Vel = 3 . 94 1 . 101 1E 101 . 91 21 . 0 21 . 0 Fl C=150 2T 22 . 95 0 . 0 0 . 0 24 . 39 0 .098 124 . 86 12 .3 21 . 0 Vet = 8 . 30 45 24 . 39 33 . 3 K = 4 .23 1 PATH 17 FROM HYDRAULIC REFERENCE J3 TO M3 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Drawing Date: 5/12/20 11 :40 .. Tyco Fire Products Page 16 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 17 FROM HYDRAULIC REFERENCE J3 TO M3 CONTINUED 19. 68 1 . 101 2T 53.26 30 . 1 30 . 1 J3 C=150 19. 13 0 . 0 0 .0 See PATH 3 19. 68 0 . 066 72 .39 4 . 8 30 . 1 Vel = 6. 70 M3 19. 68 34 . 9 K = 3 .33 PATH 18 FROM HYDRAULIC REFERENCE J2 TO M2 17 . 62 1 . 101 2T 53 .26 30 . 6 30 . 6 J2 C=150 19 . 13 0 .0 0 .0 See PATH 3 17 . 62 0 . 054 72 .39 3 . 9 30 . 6 Vel = 6. 00 M2 17 . 62 34 . 5 K = 3 . 00 PATH 19 FROM HYDRAULIC REFERENCE 40 TO A2 19 .45 1 . 101 2T 5.08 40 . 3 40 . 3 40 C=150 19. 13 0 . 0 0 .0 See PATH 1 19.45 0 . 065 24 .21 1 . 6 40 .3 Vel = 6 . 62 14 . 16 1 . 101 1T 33. 53 41 . 9 41 . 9 41 C=150 9. 56 0 . 0 0 . 0 See PATH 20 33 . 61 0 . 178 43 .09 7 . 7 41 . 9 Vel = 11 . 44 A2 33. 61 49.5 K = 4 . 77 PATH 20 FROM HYDRAULIC REFERENCE 42 TO 41 14 . 16 1 . 101 2T 5. 29 41 . 0 41 . 0 42 C=150 19. 13 0 . 0 0 .0 See PATH 15 14 . 16 0 . 036 24 .42 0. 9 41 .0 Vel = 4 . 82 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Drawing Date: 5/12/20 11 :40 • Tyco Fire Products Page 17 HYD . Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 41 14 . 16 41 . 9 K = 2 . 19 PATH 21 FROM HYDRAULIC REFERENCE 44 TO A4 34 . 38 1 . 101 2T 21 .58 51 . 6 51 . 6 44 C=150 19. 13 0 .0 0 . 0 See PATH 3 34 . 38 0 . 185 40 . 71 7 . 5 51 . 6 Vel = 11 . 70 -3 . 96 1 . 598 4 . 56 59. 1 59. 1 C3 C=150 0.00 0 .0 0 .0 See PATH 22 30 .42 0 .024 4 .56 0 . 1 59. 1 Vel = 4 . 91 3 . 96 1 .598 2T 10 .78 59. 2 59. 2 B3 C=150 23. 31 0 .0 0 .0 See PATH 22 AND 24 34 .38 0 .030 34 . 09 1 . 0 59 .2 Vel = 5 . 55 A4 34 . 38 60 . 3 K = 4 . 43 PATH 22 FROM HYDRAULIC REFERENCE C3 TO B3 3 . 96 1 .598 8 . 95 59. 1 59. 1 C3 C=150 0 . 00 0 . 0 0 .0 See PATH 21 3. 96 0 .001 8 . 95 0 . 0 59 . 1 Vel = 0 . 64 -1 . 95 1 .598 5 .22 59. 1 59. 1 C2 C=150 0 . 00 0 . 0 0 .0 See PATH 23 2 . 01 0 . 000 5 . 22 0 .0 59. 1 Vel = 0 . 32 1 . 101 1E 50 . 37 59. 1 59. 1 Cl C=150 1T 13 . 39 0 . 0 0 . 0 2 . 01 0 . 001 63 . 75 0 . 1 59. 1 Vel = 0 . 68 1 . 598 5.22 59 .2 59 .2 L1 C=150 0 . 00 0 . 0 0 . 0 2 . 01 0 . 000 5.22 0 .0 59.2 Vel = 0 . 32 1 . 95 1 . 598 13. 51 59 .2 59.2 L2 C=150 0 . 00 0 . 0 0 . 0 See PATH 23 3 . 96 0 . 001 13 . 51 0 .0 59.2 Vel = 0 . 64 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Drawing Date: 5/12/20 11 :40 . Tyco Fire Products Page 18 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 22 FROM HYDRAULIC REFERENCE C3 TO B3 CONTINUED -1 .38 1 . 598 9. 44 59.2 59.2 K3 C=150 0 . 00 0 .0 0 . 0 See PATH 24 2 . 58 0 .000 9.44 0 . 0 59.2 Vel = 0 .42 -1 .27 1 .598 9.46 59.2 59. 2 K2 C=150 0 . 00 0 . 0 0 . 0 See PATH 25 1 . 30 0. 000 9. 46 0 . 0 59 .2 Vel = 0 .21 1 . 101 IE 50 .37 59 .2 59.2 K1 C=150 1T 13. 39 0 . 0 0.0 1 . 30 0 . 000 63 . 75 0 .0 59.2 Vel = 0 . 44 1 .598 9 . 46 59 .2 59.2 B1 C=150 0 . 00 0 . 0 0 . 0 1 .30 0 . 000 - 9.46 0. 0 59. 2 Vel = 0 .21 1 .27 1 . 598 9.44 59 .2 59 .2 B2 C=150 0 .00 0 . 0 0 .0 See PATH 25 2 .58 0 . 000 9.44 0 . 0 59.2 Vel = 0. 42 B3 2 .58 59 . 2 K = 0 . 33 PATH 23 FROM HYDRAULIC REFERENCE C2 TO L2 1 . 95 1 . 101 2T 50 .37 59 . 1 59. 1 C2 C=150 19. 13 0 . 0 0 .0 See PATH 22 1 . 95 0 . 001 69. 49 0. 1 59. 1 Vel = 0 . 66 L2 1 . 95 59. 2 K = 0 .25 PATH 24 FROM HYDRAULIC REFERENCE K3 TO B3 1 . 38 1 . 101 2T 50 . 37 59.2 59.2 K3 C=150 19 . 13 0 . 0 0 .0 See PATH 22 1 . 38 0 . 000 69 . 49 0 . 0 59.2 Vel = 0 .47 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Drawing Date: 5/12/20 11 :40 } r Tyco Fire Products Page 19 HYD. Qa DIA. FITTING PIPE Pt Pt ******* REF "C" TYPES FTNG' S Pe Pv ******* NOTES POINT Qt Pf/ft TOTAL Pf Pn B3 1 . 38 59 . 2 K = 0 . 18 PATH 25 FROM HYDRAULIC REFERENCE K2 TO B2 1 . 27 1 . 101 2T 50 . 37 59 .2 59 .2 K2 C=150 19. 13 0 . 0 0 .0 See PATH 22 1 .27 0 . 000 69. 49 0 .0 59.2 Vel = 0 . 43 B2 1 .27 59. 2 K = 0 . 17 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Tigard Triangle Static Pres: 109.7 psi Pressure: 102.7 psi In: 0 gpm SW BAylor & SW 72nd AVE Resid. Pres: 91.2 psi Sys Flow: 139 gpm Out: 100 gpm Tigard Flow: 5396 gpm Sys+Hose: 239 gpm Remote Area: 4 Date: 10/30/2019 Safety Pres: 7.0 psi Loc: SW Baylor&SW 72nd Ave Hd Ely Pres: 27.3 psi 140 120 • Suppl% • 100 100 gpm hose 80 60 40 27.3 psi 20 100 150 200 250 300 350 400 450 5C