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Report (7)
o 7t 1 $S7 / U gqS / o8 `3I, lo�'lct (6E.'67 Com.-„ - _itAr.- CANTEBURY WOODS Drawing Date:12/29/05 3/21/06 13:50 HYDRAULIC DESIGN INFORMATION SHEET Job Name: CANTEBURY WOODS BLDGS 1,2, 3,5, 6,7 (GARAGE) Location: TIGARD, OREGON Drawing Date: 12/29/05 Remote Area Number: 1 Contractor: JND FIRE SPRINKLER INC. Telephone: (503) 968-5200 12155 SW GRANT AVE. SUITE D. TIGARD, OREGON 972230. . , Designer: JEFF DUTTON Calculated By:SprinkCAD www.sprinkcad.com ' s<,fi 451 N. Cannon Ave. '!r; Lansdale, PA 19446 { } Construction: V Occupancy:R-1 :-J ( Reviewing Authorities:CITY OF TIGARD SYSTEM DESIGN Code:NFPA 13R, 99 Hazard:ORDINARY I System Type:WET Area of Sprinkler Operation GARAGE 1 Sprinkler or Nozzle Density (gpm/sq ft) 0.150 1 Make: TYCO Area per Sprinkler 130 sq ft! Model: DS-1 Hose Allowance Inside 0 gpm 1 K-Factor: 5.60 Hose Allowance Outside 0 gpm 1 Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 328. 8 psi Required: 43.4 @ CITY CONN. WATER SUPPLY Water Flow Test I Pump Data 1 Tank or Reservoir Date of Test 11/24/05 1 Rated Capacity 0 gpm 1 Capacity 0 gal Static Pressure 64.0 psi 1 Rated Pressure 0. 0 psi 1 Elevation 0 Residual Pres 36. 0 psi 1 Elevation 0 1 At a Flow of 1783 gpm 1 Make: I Well Elevation 0” I Model: 1 Proof Flow 0 gpm Location: FLOW-109TH & CANTEBURY, PRES-106 Source of Information: CITY OF TIGARD SYSTEM VOLUME 38 Gallons Notes: REVISION 3/21/06, HIGHEST POINT ON PROJECT USED FOR ELEVATION'I CALL. ,c,,43 -R0 --A -.4%-, Nfr-- POP , 'S'.."- 3� el it 1 BUP2005-00277 10871 SW CANTERBURY LN 2 BUP2005-00279 10857 SW CANTERBURY LN 3 BUP2005-00280 10845 SW CANTERBURY LN 5 BUP2005-00285 10831 SW CANTERBURY LN 6 BUP2005-00288 10819 SW CANTERBURY LN 7 BUP2005-00290 10807 SW CANTERBURY LN CANTEBURY WOODS Drawing Date:12/29/05 3/21/06 13:50 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 79 43.2 psi 1 Pipe 1-1/2" PVxl5 8 ' 150 1.602 79 1.1 1 1-1/2" Flngd Back Flow Valve Watts CHART LOSS 79 5.4 Elevation Change 8'0" 3.5 Total Loss for RISER 10. 0 psi Hydr Ref R1 Required at BASE OF RISER 79 53.2 psi 1 2" CPVC 90 Ell 9' 120 2.067 79 0.6 1 Pipe 2" PVx15 CSC 25' 150 2.003 79 1.2 1 Pipe 4" DIx18 Cl 350 40' 140 4.238 79 0.1 Fixed Flow OUTSIDE HOSE 250 gpm 1 Pipe 8" DIx18 Cl 52 500' 140 8.720 329 0.3 1 8" Flngd Back Flow Valve Ames "3000 CHART LOSS 329 1.9 1 Pipe 8" DIx18 Cl 52 25' 140 8.720 329 0.0 Elevation Change -32' 0" -13.9 Hydr Ref R2 Required at UNDERGROUND 329 43.4 psi Hydr Ref R2 Required at CITY CONN. 329 43.4 psi Water Source 64.0 psi static, 36. 0 psi residual @ 1783 gpm 329 gpm 62. 8 psi SAFETY PRESSURE 19.4 psi Available Pressure of 62.8 psi Exceeds Required Pressure of 43.4 psi This is a safety margin of 19.4 psi or 31 % of Supply Maximum Water Velocity is 16.6 fps CANTEBURY WOODS Drawing Date: 12/29/05 3/21/06 13:50 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 SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) ^1. 85 / ID^4.87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0. 001 gpm. Pressures are listed to 0. 01 psi. Addition may vary by 0. 01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths CANTEBURY WOODS Drawing Date:12/29/05 3/21/06 13:50 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 4 TO W (PRIMARY PATH) HEAD 4 19. 9 1" 1 0 4" 6.7 fps 12.6 12.6 0. 15 gpm/sq ft 1.109" 0 0 5'0" 0.065 0.3 0. 0 K= 5. 60 19. 9 150 PV 0 5'4" 0" 0.0 12. 6 REF 34 1" 3 0 24'3" 6.7 fps 12.9 1.109" 2 0 25'0" 0.065 3.2 19.9 150 PV 0 49'3" -5'6" -2.4 REF 20 17.5 1" 0 0 75'6" 12.5 fps 13.7 PATH 4 1. 109" 4 0 28 '6" 0.209 21.7 K= 4.74 37.4 150 PV 8 104' 0" 0" 0.0 REF 23 41.4 1-1/4" 3 0 13' 0" 16.6 fps 35.5 PATH 2 1.400" 0 0 16'0" 0.267 7.7 K= 6. 95 78. 8 150 PV 1 29'0" 0" 0. 0 REF W 78.8 gpm PATH 1 K= 11.99 43.2 psi PATH 2 FROM HYDRAULIC REFERENCE 1 TO 23 HEAD 1 19.5 1" 0 0 5'7" 6.5 fps 12.1 12.1 0. 15 gpm/sq ft 1.109" 0 0 0" 0.063 0.3 0. 0 K= 5. 60 19.5 150 PV 0 5'7" 0" 0.0 12.1 REF 21 21.9 1" 0 0 64' 10" 13.9 fps 12.5 PATH 3 AND 5 1.109" 1 0 24'0" 0.252 22.4 K= 6.20 41.4 150 PV 7 88'10" 0" 0. 0 REF 22 1-1/4" 0 0 5'10" 8.7 fps 34.9 1.400" 0 0 1'0" 0.081 0. 6 41.4 150 PV 1 6'10" 0" 0.0 REF 23 41.4 gpm PATH 2 K= 6.95 35.5 psi CANTEBURY WOODS Drawing Date:12/29/05 3/21/06 13:50 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 2 TO 21 HEAD 2 19.7 1" 0 0 1'9" 6.6 fps 12.4 12.4 0. 15 gpm/sq ft 1.109" 0 0 0" 0. 064 0. 1 0.0 K= 5. 60 19.7 150 PV 0 1'9" 0" 0. 0 12.4 REF 21 19.7 gpm PATH 3 K= 5.58 12.5 psi PATH 4 FROM HYDRAULIC REFERENCE 3 TO 20 HEAD 3 19.8 1" 0 0 14'9" 5.9 fps 12.4 12.4 0. 15 gpm/sq ft 1. 109" 2 0 10'0" 0.052 1.3 0.0 K= 5.60 17.5 150 PV 0 24'9" 0" 0. 0 12.4 REF 20 17.5 gpm PATH 4 K= 4.74 13.7 psi PATH 5 FROM HYDRAULIC REFERENCE 3 TO 21 HEAD 3 19.8 1" 2 0 13'8" 0.7 fps 12.4 • 12.4 0.15 gpm/sq ft 1.109" 1 0 16'0" 0.001 0. 0 0.0 K= 5.60 2.2 150 PV 1 29'8" 0" 0. 0 12.4 REF 21 2.2 gpm PATH 5 K= 0. 63 12. 5 psi Job Water Required Hose Allowance Drawn By CANTEBURY WOODS Static Pressure: 64.0 psi Pressure: 43.4 psi Inside: 0 gpm SprinkCAD TIGARD, OREGON Residual Pressure: 36.0 psi Total Flow: 329 gpm Outside: 0 gpm Tyco Fire Products Flow: 1783 gpm Safety Pressure: 19.4 psi (800)495-5541 Remote Area: 1 Date/Loc: 11/24/05 FLOW-109TH 70 60 50 Su.•ly 0 40 P S 30 20 - 10 - 400 600 800 1000 1200 1400 1600 1800 2000 Flow (gpm) CANTEBURY WOODS Drawing Date:12/29/05 3/21/06 13:51 HYDRAULIC DESIGN INFORMATION SHEET Job Name: CANTEBURY WOODS BLDGS 1,2,3,5, 6,7 (UPPER FLOOR) Location: TIGARD, OREGON Drawing Date: 12/29/05 Remote Area Number: 2 Contractor: JND FIRE SPRINKLER INC. Telephone: (503) 968-5200 12155 SW GRANT AVE. SUITE D. TIGARD, OREGON 97223 Designer: JEFF DUTTON Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: V Occupancy:R-1 Reviewing Authorities:CITY OF TIGARD SYSTEM DESIGN Code:NFPA 13R, 99 Hazard:RES System Type:WET Area of Sprinkler Operation 4 HEADS 1 Sprinkler or Nozzle Density (gpm/sq ft) 0.050 1 Make: GLOBE Area per Sprinkler 256 sq ftt Model: GL4710 Hose Allowance Inside 0 gpm 1 K-Factor: 4.70 Hose Allowance Outside 0 gpm 1 Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 63.5 psi Required: 50.1 @ CITY CONN. WATER SUPPLY Water Flow Test 1 Pump Data 1 Tank or Reservoir Date of Test 11/24/05 1 Rated Capacity 0 gpm 1 Capacity 0 gal Static Pressure 64. 0 psi 1 Rated Pressure 0.0 psi ( Elevation 0 Residual Pres 36.0 psi C Elevation 0 1 At a Flow of 1783 gpm 1 Make: I Well Elevation 0" 1 Model: 1 Proof Flow 0 gpm Location: FLOW-109TH & CANTEBURY, PRES-106 Source of Information: CITY OF TIGARD SYSTEM VOLUME 38 Gallons Notes: REVISION 3/21/06, HIGHEST POINT ON PROJECT USED FOR ELEVATION IN CALC. CANTEBURY WOODS Drawing Date: 12/29/05 3/21/06 13:51 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 63 51. 5 psi 1 Pipe 1-1/2" PVx15 8' 150 1. 602 63 0.7 1 1-1/2" Flngd Back Flow Valve Watts CHART LOSS 63 5.2 Elevation Change 8 '0" 3.5 Total Loss for RISER 9.5 psi Hydr Ref R1 Required at BASE OF RISER 63 60. 9 psi 1 2" CPVC 90 Ell 9' 120 2.067 63 0.4 1 Pipe 2" PVx15 CSC 25' 150 2. 003 63 0.8 1 Pipe 4" DIx18 Cl 350 40' 140 4.238 63 0.0 1 Pipe 8" DIx18 Cl 52 500' 140 8.720 63 0.0 1 8" Flngd Back Flow Valve Ames "3000 CHART LOSS 63 1.8 1 Pipe 8" DIx18 Cl 52 25' 140 8.720 63 0.0 Elevation Change -32 '0" -13.9 Hydr Ref R2 Required at UNDERGROUND 63 50. 1 psi Hydr Ref R2 Required at CITY CONN. 63 50. 1 psi Water Source 64.0 psi static, 36.0 psi residual @ 1783 gpm 63 gpm 63. 9 psi SAFETY PRESSURE 13. 8 psi Available Pressure of 63.9 psi Exceeds Required Pressure of 50.1 psi This is a safety margin of 13. 8 psi or 22 % of Supply Maximum Water Velocity is 13.4 fps CANTEBURY WOODS Drawing Date: 12/29/05 3/21/06 13:51 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 SIZE Nominal size of _pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) ^1.85 / ID^4. 87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0. 001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0. 01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths CANTEBURY WOODS Drawing Date:12/29/05 3/21/06 13:51 REMOTE AREA #2 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 5 TO W (PRIMARY PATH) HEAD 5 14. 0 3/4" 0 0 2' 11" 7.4 fps 9. 1 9.1 -6" 0.10 gpm/sq ft 0.884" 0 0 0" 0.102 0.3 0.2 6" K= 4.70 14.0 150 PV 0 2'11" 0" 0. 0 8. 9 48" REF 27 3/4" 1 0 7'7" 7.4 fps 9.4 0.884" 0 0 5'0" 0. 102 1.3 14.0 150 PV 1 12'7" 0" 0.0 REF 26 14. 8 1" 2 0 9'6" 9.7 fps 10.7 PATH 2 1.109" 1 0 15' 0" 0.129 3.2 K= 4.52 28.8 150 PV 0 24'6" 2'7" 1. 1 REF 25 4.2 1" 2 0 77'8" 11.1 fps 15.0 PATH 5 1.109" 2 0 35'0" 0.166 18. 6 K= 1.08 33.0 150 PV 14 112'8" 0" 0. 0 REF 32 30.5 1-1/4" 2 0 14'3" 13.4 fps 33.6 PATH 3 1.400" 2 0 24'0" 0.179 6. 8 K= 5.26 63.5 150 PV 0 38'3" 9'0" 3. 9 REF 22 -6.2 1-1/4" 0 0 5' 10" 12.0 fps 44.4 PATH 6 1.400" 1 0 7'0" 0. 148 1. 9 K= -0. 94 57.2 150 PV 1 12'10" 0" 0.0 REF 23 6.2 1-1/4" 3 0 13'0" 13.4 fps 46.3 PATH 6 1.400" 0 0 16'0" 0.179 5.2 K= 0.92 63.5 150 PV 1 29' 0" 0" 0. 0 REF W 63.5 gpm PATH 1 K= 8.85 51.5 psi PATH 2 FROM HYDRAULIC REFERENCE 6 TO 26 HEAD 6 14.8 3/4" 0 0 1'5" 7.8 fps 10.2 10.2 -6" 0. 11 gpm/sq ft 0.884" 1 0 3'0" 0.113 0.5 0.3 6" K= 4.70 14.8 150 PV 0 4 '5" 0" 0. 0 9.9 48" REF 26 14.8 gpm PATH 2 K= 4.52 10.7 psi CANTEBURY WOODS Drawing Date:12/29/05 3/21/06 13:51 REMOTE AREA #2 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 8 TO 32 HEAD 8 16.7 3/4" 1 0 1'6" 8.8 fps 13.1 13. 1 -6" 0.12 gpm/sq ft 0. 884" 0 0 4' 0" 0.142 0.8 0.4 6" K= 4.70 16.7 150 PV 0 5'6" 0" 0.0 12.6 48" REF 33 3/4" 0 0 6'8" 8.8 fps 13.8 0. 884" 1 0 3'0" 0.142 1.4 16.7 150 PV 0 9'8" 0" 0.0 REF 28 13.8 1" 0 0 17'10" 10.2 fps 15.2 PATH 4 1.109" 1 0 11'0 0. 143 4.1 K= 3.53 30.5 150 PV 6 28'10" 0" 0. 0 REF 12 1" 0 0 3'2" 10.2 fps 19.4 1. 109" 1 0 5'0" 0.143 1.2 30.5 150 PV 0 8 '2" 0" 0.0 REF 29 1" 3 0 8'9" 10.2 fps 20.5 1.109" 0 0 16'0" 0.143 3.5 30.5 150 PV 1 24'9" -1'4" -0.6 REF 10 1" 0 0 8'0" 10.2 fps 23.5 1.109" 0 0 1'0" 0. 143 1.3 30.5 150 PV 1 9'0" 0" 0. 0 REF 9 1" 4 0 31'11" 10.2 fps 24. 8 1.109" 0 0 23' 0" 0. 143 7.9 30.5 150 PV 3 54'11" 1'4" 0.6 REF 31 1-1/4" 0 0 6'10" 6.4 fps 33.2 1.400" 0 0 2 '0" 0.046 0.4 30.5 150 PV 2 8' 10" 0" 0.0 REF 32 30.5 gpm PATH 3 K= 5.26 33.6 psi CANTEBURY WOODS Drawing Date:12/29/05 3/21/06 13:51 REMOTE AREA #2 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM HYDRAULIC REFERENCE 7 TO 28 HEAD 7 18.0 1" 0 0 7'4" 4.6 fps 14.9 14. 9 -6" 0.13 gpm/sq ft 1.109" 0 0 1'0" 0. 033 0.3 0.4 6" K= 4.70 13.8 150 PV 1 8'4" 0" 0. 0 14. 6 36" REF 28 13.8 gpm PATH 4 K= 3.53 15.2 psi PATH 5 FROM HYDRAULIC REFERENCE 7 TO 25 HEAD 7 18.0 1" 1 0 5'7" 1.4 fps 14.9 14. 9 -6" 0. 13 gpm/sq ft 1.109" 0 0 6'0" 0. 004 0.0 0.4 6" K= 4.70 4.2 150 PV 1 11'7" 0" 0.0 14. 6 36" REF 25 4.2 gpm PATH 5 K= 1.08 15.0 psi PATH 6 FROM HYDRAULIC REFERENCE 22 TO 23 REF 22 6.2 1" 0 0 64'10" 2.1 fps 44.4 PATH 1 1.109" 1 0 29'0" 0. 008 0.7 K= 0.94 6.2 150 PV 7 93'10" 0" 0. 0 REF 21 1" 2 0 13'8" 2.1 fps 45. 1 1.109" 0 0 12'6" 0. 008 0.2 6.2 150 PV 2 26'2" 0" 0.0 REF 3 1" 0 0 14'9" 2.1 fps 45.3 1.109" 2 0 10'0" 0.008 0.2 6.2 150 PV 0 24' 9" 0" 0. 0 REF 20 1" 0 0 75'6" 2.1 fps 45.5 1.109" 4 0 28'6" 0. 008 0. 8 6.2 150 PV 8 104'0" 0" 0.0 REF 23 6.2 gpm PATH 6 K= 0:92 46.3 psi Job Water Required Hose Allowance Drawn By CANTEBURY WOODS Static Pressure: 64.0 psi Pressure: 50.1 psi Inside: 0 gpm SprinkCAD TIGARD, OREGON Residual Pressure: 36.0 psi Total Flow: 63 gpm Outside: 0 gpm Tyco Fire Products Flow: 1783 gpm Safety Pressure: 13.8 psi (800)495-5541 Remote Area: 2 Date/Loc: 11/24/05 FLOW-109TH 70 60 500 Supsly P 40 S 30 20 10 400 600 800 1000 1200 1400 1600 1800 2000 Flow (gpm) CANTEBURY WOODS Drawing Date:12/29/05 3/21/06 13:51 HYDRAULIC DESIGN INFORMATION SHEET Job Name: CANTEBURY WOODS 1,2,3,5, 6,7 (UPPER FLOOR) Location: TIGARD, OREGON Drawing Date: 12/29/05 Remote Area Number: 3 Contractor: JND FIRE SPRINKLER INC. Telephone: (503) 968-5200 12155 SW GRANT AVE. SUITE D. TIGARD, OREGON 97223 Designer: JEFF DUTTON Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: V Occupancy:R-1 Reviewing Authorities:CITY OF TIGARD SYSTEM DESIGN Code:NFPA 13R,99 Hazard:RES System Type:WET Area of Sprinkler Operation 4 HEADS I Sprinkler or Nozzle Density (gpm/sq ft) 0.056 I Make: GLOBE Area per Sprinkler 324 sq ftl Model: GL4710 Hose Allowance Inside 0 gpm 1 K-Factor: 4.70 Hose Allowance Outside 0 gpm I Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 71.3 psi Required: 53.7 @ CITY CONN. WATER SUPPLY Water Flow Test I Pump Data I Tank or Reservoir Date of Test 11/24/05 1 Rated Capacity 0 gpm 1 Capacity 0 gal Static Pressure 64. 0 psi 1 Rated Pressure 0.0 psi I Elevation 0 Residual Pres 36.0 psi 1 Elevation 0 I At a Flow of 1783 gpm 1 Make: Well Elevation 0" 1 Model: I Proof Flow 0 gpm Location: FLOW-109TH & CANTEBURY, PRES-106 Source of Information: CITY OF TIGARD SYSTEM VOLUME 38 Gallons Notes: REVISION 3/21/06, HIGHEST POINT ON PROJECT USED FOR ELEVATION IN CALC. CANTEBURY WOODS Drawing Date:12/29/05 3/21/06 13:51 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 SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1. 85 / ID^4. 87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0. 001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0. 01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths CANTEBURY WOODS Drawing Date:12/29/05 3/21/06 13:51 REMOTE AREA #3 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 11 TO W (PRIMARY PATH) HEAD 11 16.6 3/4" 0 0 2'6" 8.8 fps 12. 9 12.9 -6" 0.12 gpm/sq ft 0.884" 0 0 0" 0.140 0.3 0.4 6" K= 4.70 16.6 150 PV 0 2'6" 0" 0. 0 12.5 48" REF 30 3/4" 1 0 5'3" 8. 8 fps 13.2 0. 884" 1 0 9'0" 0.140 2.0 16. 6 150 PV 0 14'3" 0" 0. 0 REF 29 -8.1 1" 0 0 3'2" 2.8 fps 15.2 PATH 3 1.109" 0 0 1'0" 0.013 0.1 K= -2.08 8.5 150 PV 1 4'2" 0" 0. 0 HEAD 12 18.2 1" 0 0 17'10" 8.9 fps 15.3 15.3 -6" 0.13 gpm/sq ft 1.109" 1 0 11'0" 0.112 3.2 0.4 6" K= 4.70 26.7 150 PV 6 28'10" 0" 0.0 14.9 36" REF 28 1" 0 0 7'4" 8. 9 fps 18.5 1.109" 0 0 1'0" 0.112 0. 9 26.7 150 PV 1 8'4" 0" 0. 0 REF 7 1" 1 0 5'7" 8.9 fps 19.4 1.109" 0 0 6'0" 0.112 1.3 26.7 150 PV 1 11'7" 0" 0.0 REF 25 1" 2 0 77'8" 8. 9 fps 20.7 1.109" 2 0 35'0 0.112 12.6 26.7 150 PV 14 112'8" 0" 0.0 REF 32 44.7 1-1/4" 2 0 14'3" 15. 0 fps 33.3 PATH 2 1.400" 2 0 24'0" 0.222 8.5 K= 7.74 71.3 150 PV 0 38 '3" 9' 0" 3.9 REF 22 -7.0 1-1/4" 0 0 5'10" 13.5 fps 45.7 PATH 4 1.400" 1 0 7'0" 0.183 2.4 K= -1.04 64.3 150 PV 1 12'10" 0" 0. 0 CONTINUED 48. 1 psi CANTEBURY WOODS Drawing Date:12/29/05 3/21/06 13:51 REMOTE AREA #3 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 11 TO W (PRIMARY PATH) CONTINUED REF 23 7.0 1-1/4" 3 0 13'0" 15. 0 fps 48. 1 PATH 4 1.400" 0 0 16'0" 0.222 6.4 K= 1.01 71.3 150 PV 1 29'0" 0" 0.0 REF W 71.3 gpm PATH 1 K= 9.66 54.5 psi PATH 2 FROM HYDRAULIC REFERENCE 10 TO 32 HEAD 10 18.0 1" 0 0 8' 0" 8. 8 fps 15.0 15. 0 -6" 0. 10 gpm/sq ft 1.109" 0 0 1' 0" 0.107 1.0 0.4 6" K= 4.70 26.1 150 PV 1 9'0" 0" 0.0 14.7 36" HEAD 9 18.6 1" 4 0 31'11" 15.0 fps 16.0 16. 0 -6" 0. 10 gpm/sq ft 1.109" 0 0 23'0" 0.290 15.9 0.4 6" K= 4.70 44.7 150 PV 3 54' 11" 1'4" 0.6 15. 6 36" REF 31 1-1/4" 0 0 6' 10" 9.4 fps 32.5 1.400" 0 0 2' 0" 0. 093 0.8 44.7 150 PV 2 8'10" 0" 0.0 REF 32 44.7 gpm PATH 2 K= 7.74 33.3 psi PATH 3 FROM HYDRAULIC REFERENCE 29 TO 10 REF 29 8. 1 1" 3 0 8' 9" 2.7 fps 15.2 PATH 1 1.109" 1 0 21'0" 0.012 0.4 K= 2.08 8. 1 150 PV 1 29'9" -1'4" -0.6 REF 10 8.1 gpm PATH 3 K= 2.09 15.0 psi PATH 4 FROM HYDRAULIC REFERENCE 22 TO 23 REF 22 7. 0 1" 0 0 64'10" 2.4 fps 45.7 PATH 1 1.109" 1 0 29'0" 0. 009 0. 9 K= 1.04 7. 0 150 PV 7 93'10 0" 0.0 CONTINUED 46.6 psi CANTEBURY WOODS Drawing Date:12/29/05 3/21/06 13:51 REMOTE AREA #3 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM HYDRAULIC REFERENCE 22 TO 23 CONTINUED REF 21 1" 2 0 13' 8" 2.4 fps 46.6 1. 109" 0 0 12'6" 0.009 0.2 7. 0 150 PV 2 26'2" 0" 0. 0 REF 3 1" 0 0 14'9" 2.4 fps 46.9 1. 109" 2 0 10'0" 0.009 0.2 7. 0 150 PV 0 24 '9" 0" 0. 0 REF 20 1" 0 0 75'6" 2.4 fps 47. 1 1. 109" 4 0 28 '6" 0.009 1.0 7.0 150 PV 8 104 '0" 0" 0.0 REF 23 7.0 gpm PATH 4 K= 1. 01 48. 1 psi Job Water Required Hose Allowance Drawn By CANTEBURY WOODS Static Pressure: 64.0 psi Pressure: 53.7 psi Inside: 0 gpm SprinkCAD TIGARD, OREGON Residual Pressure: 36.0 psi Total Flow: 71 gpm Outside: 0 gpm Tyco Fire Products Flow: 1783 gpm Safety Pressure: 10.2 psi (800)495-5541 Remote Area: 3 Date/Loc: 11/24/05 FLOW-109TH 70 60 50 Sup•ly P 40 S 30 20 10 400 600 800 1000 1200 1400 1600 1800 2000 Flow (gpm)