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Home My WebLink About2925 LUISENO WAY; ; FPR2017-0063; PermitPERMIT REPORT (7crity of Carlsbad Print Date: 12/08/2020 Job Address: 2925 LUISENO WAY, # BUILDING 1, Permit Type: FIRE-Construction Residential Parcel #: Valuation: $0.00 Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: CARLSBAD, CA 92010 Work Class: Multifamily Fire Sprinklei Track #: Lot #: Project #: Plan #: Construction Type: Orig. Plan Check #: Plan Check #: Permit No: FPR2017-0063 Status: Closed - Finaled Applied: 03/06/2017 Issued: 04/04/2017 Finaled Close Out: 12/08/2020 Inspector: Final Inspection: Project Title: Description: QUARRY CREEK APARTMENTS / BUILDING 1 /SPRINKLER >100 (151 HEADS) Applicant: FPContractor: SEXTON FIRE PROTECTION SEXTON COMPANY INC BRENT SEXTON •12222 WOODSIDE AVE, #132 12222 WOODSIDE AVE, # APT 132 LAKESIDE, CA 92040-3869 LAKESIDE, CA 92040-3000 (619) 454-6945 (619) 454-6945 FEE AMOUNT FIRE NFPA 13R System 3-16 units (per building) $832.00 Total Fees: $832.00 Total Payments To Date: $832.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1760-602-4665 1760-602-8561 f I www.carlsbadca.gov tcCj 1, t5 Z- fl:z, r-c5 L: 2'g . CARLSBAD FIRE DEPARTMENT C,- 0 1 PREVENTION DIVISION 1635 FARADAY AVENUE CARLSBAD CA 92008 760-602-4665 Construction Permit Application Form Name of Project: I-S-) Add-ress of job site: 29(.,S_L__6PsD_IJ$(Suite #_______ Building Permit No: CB or Project l.D.:____________________________________ Li Contractor Information Z'1'35 Company Name 9EvT1; R424_- Address k-z_-L-z-rL CityLrOIZ StateCA Zip Zo Phone: °--$--_Lç Fax: E-Mail: E4ç cy,Z...r Contractor License Class and Number 1_- ( c _.-\2_T Exp. Date: - Do you currently have a business license on file with the City of Carlsbad? or No No: \2_L 3S9&A Name: _ Signature: <-:T--> Date: Submit plans and completed permit application to: CARLSBAD FIRE PREVENTION ,,rRIIII FPR20I 7-0063 2925 LUISENO WAY UNITBUILDING I FPR20I 7-0065 2945 LUISENO WAY UNITBUILDING 3 we. Calls will be FPR20I 7-0064 FPR20I 7-0066 FPR20I 7-0067 2935 LUISENO WAY 2955 LUISENO WAY 2965 LUISENO WAY UNITBUILDING 2 UNITBUILDING 4 UNITBUILDING 5 - - - Fire Protection by Computer Design Sexton Fire Protection 12222 Woodside Ave., #132 Lakeside, Ca. 92040 619-454-6945 Job Name : Quarry Creek "Design Area #1" Building #1 Location : 2965 Luiseno Way System : 1 Contract : 17.025 Data File : Bldg. 1 Design Area #1 .WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Sexton Fire Protection Page 1 Quarry Creek "Design Area #1" Date 2.5.17 HYDRAULIC DESIGN INFORMATION SHEET Name - Quarry Creek Date - 2.5.17 Location - 2965 Luiseno Way Building - #1 System No. - 1 Contractor - Sexton Fire Protection Contract No. - 17.025 Calculated By - Sexton Fire Protection Drawing No. - 17.025 Construction: ( ) Combustible ( ) Non-Combustible Ceiling Height varies OCCUPANCY - Light Hazard Residence S Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( )1 ( )2 ( )4 (X)3 S )Otherwith a compartment T )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 Deluge ( ) PreAction F Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - 100 Gpm Make Tyco Model LFII I Elevation at Highest Outlet - 21 Feet Size 1/2" K-Factor 4.9 G Note: Temperature Rating N Calculation Gpm Required 142.21 Psi Required 62.77 At Test Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: A Date of Test - 7-18-16 T Time of Test - n/a E Static (Psi) - 93.8 R Residual (Psi) - 83.7 Flow (Gpm) - 1508 S Elevation - -3 Pump Data: Rated Cap. @ Psi Elev. Other Tank or Reservoir: Cap. Elev. Well Proof Flow Gpm P Location: 8" public Main P L Source of Information: Water Study performed by SB&O Inc. Y Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C Sexton Fire Protection Page 2 Quarry Creek "Design Area #1" Date 2.5.17 City Water Supply: Demand: Cl - Static Pressure : 83.7 Dl - Elevation : 10.394 C2 - Residual Pressure: 75.3 02 - System Flow : 42.216 C2 - Residual Flow : 1508 D2 - System Pressure : 62.778 Hose (Demand ) :100 D3 - System Demand :142.216 Safety Margin : 20.816 150 140 130 120 R° E10° 90 CT 80 - e2 u 70 "b R6° D - E 50 - 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N" 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary Sexton Fire Protection Page 3 Quarry Creek "Design Area #l" Date 2.5.17 Fitting Legend Abbrev. Name - 1/2 3/4 1 11/4 11/2 2 21/2 3 3Y2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 1390' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zim Wilkins 375ADA Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 i-pressure / F- low Summary - S IANL)AI<U Sexton Fire Protection Page 4 Quarry Creek "Design Area #1" Date 2.5.17 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. DRP1 21.0 4.9 7.04 na 13.0 0.05 256 7.04 EQ=1 20.5 7.43 na DRP2 21.0 4.9 7.04 na 13.0 0.05 256 7.04 EQ=2 20.5 7.49 na 1 21.0 K=K@EQ=1 9.6 na 14.78 2 21.0 9.14 na 3 21.0 K=K@EQ=1 9.15 na 14.43 4 21.0 26.79 na 5 21.0 28.09 na 6 21.0 29.41 na 7 21.0 30.95 na 7.5 10.5 37.2 na TOR 10.5 40.0 na BOR 0.5 48.69 na UG1 -3.0 50.22 na UG8 21.0 39.88 na UG2 -3.0 50.27 na 100.0 UG3 -3.0 50.28 na UG4 -3.0 50.38 na UG5 -3.0 50.4 na UG6 -3.0 50.41 na UG7 -3.0 62.76 na TEST -3.0 62.78 na 8 21.0 16.08 na 9 21.0 20.37 na 9.5 21.0 22.15 na 10 21.0 22.41 na 11 21.0 27.86 na 12 21.0 K = K @ EQ=2 7.49 na 13.0 13 10.5 28.96 na 14 10.5 29.13 na 17 10.5 29.16 na 16 21.0 32.42 na The maximum velocity is 13.54 and it occurs in the pipe between nodes 1 and 8 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Ualculations - Hazen-Williams Sexton Fire Protection Page 5 Quarry Creek 'Design Area #1" Date 2.5.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn DRPI 13.00 1.101 0 5.0 0.500 7.040 K Factor =4.90 to 150.0 0.0 5.000 0.217 EQ=1 13.0 0.0305 0.0 5.500 0.168 Vel = 4.38 0.0 13.00 7.425 K Factor = 4.77 DRP2 13.00 1.101 N 7.0 0.500 7.040 K Factor =4.90 to 150.0 0.0 7.000 0.217 EQ=2 13.0 0.0307 0.0 7.500 0.230 Vel = 4.38 0.0 13.00 7.487 K Factor = 4.75 1 -10.53 0.874 R 1.0 6.250 9.602 K Factor @ node EQ=1 to 150.0 0.0 1.000 0.0 2 -10.53 -0.0639 0.0 7.250 -0.463 Vel = 5.63 2 13.01 0.874 0.0 2.000 9.139 to 150.0 0.0 0.0 0.0 3 2.48 0.0045 0.0 2.000 0.009 Vel = 1.33 3 14.43 0.874 21R 21.0 90.910 9.148 K Factor @ node EQ=1 to 150.0 0 3.0 24.000 0.0 4 16.91 0.1535 0.0 114.910 17.638 Vel = 9.04 4 0.0 0.874 0 3.0 5.500 26.786 to 150.0 0.0 3.000 0.0 5 16.91 0.1535 0.0 8.500 1.305 Vel = 9.04 5 7.59 1.101 N 7.0 6.330 28.091 to 150.0 0.0 7.000 0.0 6 24.5 0.0990 0.0 13.330 1.320 Vel = 8.26 6 0.0 1.101 0 5.0 10.500 29.411 to 150.0 0.0 5.000 0.0 7 24.5 0.0990 0.0 15.500 1.535 Vel = 8.26 7 8.42 1.101 0 5.0 5.000 30.946 to 150.0 0.0 5.000 4.548 7.5 32.92 0.1710 0.0 10.000 1.710 Vel = 11.09 7.5 9.30 1.38 N 8.0 9.500 37.204 to 120.0 E 3.0 11.000 0.0 TOR 42.22 0.1363 0.0 20.500 2.795 Vel = 9.06 TOR 0.0 1.38 Fsp 0.0 10.000 39.999 to 120.0 0.0 0.0 7.331 * * Fixed Loss = 3 BOR 42.22 0.1363 0.0 10.000 1.363 Vel = 9.06 BOR 0.0 4.26 E 13.167 10.000 48.693 to 120.0 0.0 13.167 1.516 UG1 42.22 0.0006 0.0 23.167 0.013 Vel = 0.95 UG1 0.0 4.23 S 42.291 35.000 50.222 to 150.0 2G 7.689 88.425 -10.394 UG8 42.22 0.0004 T 38.446 123.425 0.047 Vel = 0.96 UG8 0.0 7.98 2F 27.183 53.580 39.875 to 150.0 0.0 27.182 10.394 UG2 42.22 0.0 0.0 80.762 0.002 Vel = 0.27 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Sexton Fire Protection Page 6 Quarry Creek "Design Area #1" Date 2.5.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn UG2 100.00 7.98 0.0 36.580 50.271 Qa = 100 to 150.0 0.0 0.0 0.0 UG3 142.22 0.0002 0.0 36.580 0.006 Vel = 0.91 UG3 0.0 7.98 5E 135.913 457.000 50.277 to 150.0 2F 27.183 169.135 0.0 UG4 142.22 0.0002 G 6.041 626.135 0.104 Vet = 0.91 UG4 0.0 7.98 0.0 86.660 50.381 to 150.0 0.0 0.0 0.0 UG5 142.22 0.0002 0.0 86.660 0.014 Vet = 0.91 UG5 0.0 7.98 2F 27.183 25.000 50.395 to 150.0 E 27.183 54.364 0.0 UG6 142.22 0.0002 0.0 79.364 0.013 Vel = 0.91 UG6 0.0 8.27 3E 85.404 10.000 50.408 to 140.0 Zim 0.0 85.404 12.336 * * Fixed Loss = 12.336 UG7 142.22 0.0002 0.0 95.404 0.016 Vet = 0.85 UG7 0.0 7.98 G 6.041 50.000 62.760 to 150.0 T 52.855 58.895 0.0 TEST 142.22 0.0002 0.0 108.895 0.018 Vet = 0.91 0.0 142.22 62.778 KFactor= 17.95 1 25.31 0.874 3R 3.0 17.000 9.602 to 150.0 0.0 3.000 0.0 8 25.31 0.3238 0.0 20.000 6.476 Vet = 13.54 8 0.0 0.874 R 1.0 9.250 16.078 to 150.0 0 3.0 4.000 0.0 9 25.31 0.3238 0.0 13.250 4.291 Vel = 13.54 9 0.0 0.874 R 1.0 4.500 20.369 to 150.0 0.0 1.000 0.0 9.5 25.31 0.3238 0.0 5.500 1.781 Vel = 13.54 9.5 -17.72 0.874 0 3.0 4.500 22.150 to 150.0 0.0 3.000 0.0 10 7.59 0.0349 0.0 7.500 0.262 Vet = 4.06 10 0.0 0.874 28R 28.0 125.250 22.412 to 150.0 0 3.0 31.000 0.0 11 7.59 0.0349 0.0 156.250 5.452 Vet = 4.06 11 0.0 0.874 0 3.0 3.500 27.864 to 150.0 0.0 3.000 0.0 5 7.59 0.0349 0.0 6.500 0.227 Vet = 4.06 0.0 7.59 28.091 K Factor = 1.43 12 13.00 0.874 0 3.0 14.500 7.487 K Factor @ node EQ=2 to 150.0 0.0 3.000 0.0 2 13.0 0.0944 0.0 17.500 1.652 Vet = 6.95 0.0 13.00 9.139 K Factor = 4.30 9.5 17.72 0.874 0 3.0 10.500 22.150 to 150.0 0.0 3.000 4.548 13 17.72 0.1674 0.0 13.500 2.260 Vet = 9.48 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-VVilliams Sexton Fire Protection Page 7 Quarry Creek "Design Area #1' Date 2.5.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 13 -9.30 0.874 0 3.0 1.000 28.958 to 150.0 0.0 3.000 0.0 14 8.42 0.0422 0.0 4.000 0.169 Vel = 4.50 14 0.0 0.874 19R 19.0 131.660 29.127 to 150.0 0.0 19.000 -4.548 7 8.42 0.0423 0.0 150.660 6.367 Vel = 4.50 0.0 8.42 30.946 K Factor = 1.51 13 9.30 0.874 0 3.0 1.000 28.958 to 150.0 0.0 3.000 0.0 17 9.3 0.0508 0.0 4.000 0.203 Vel = 4.97 17 0.0 0.874 19R 19.0 131.660 29.161 to 150.0 0 3.0 22.000 -4.548 16 9.3 0.0508 0.0 153.660 7.807 Vel = 4.97 16 0.0 0.874 R 1.0 2.083 32.420 to 120.0 0.0 1.000 4.548 7.5 9.3 0.0765 0.0 3.083 0.236 Vel = 4.97 0.0 9.30 37.204 K Factor= 1.52 Computer Programs by Hydratec inc. Revision: 50.52.1 - - - Fire Protection by Computer Design Sexton Fire Protection 12222 Woodside Ave., #132 Lakeside, Ca. 92040 619-454-6945 Job Name : Quarry Creek "Design Area #1" Building : #2 Location : 2965 Luiseno Way System : I Contract 17.025 Data File : Bldg. 2 Design Area #1 .WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Sexton Fire Protection Page 1 Quarry Creek Design Area #1" Date 2.5.17 HYDRAULIC DESIGN INFORMATION SHEET Name - Quarry Creek Date - 2.5.17 Location - 2965 Luiseno Way Building - *2 Systefn No. - 1 Contractor - Sexton Fire Protection Contract No. - 17.025 Calculated By - Sexton Fire Protection Drawing No. - 17.025 Construction: ( ) Combustible ( ) Non-Combustible Ceiling Height varies OCCUPANCY - Light Hazard Residence S Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( )1 ( )2 ( )4 (X)3 S )Otherwith a compartment T )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 Deluge ( ) PreAction B Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - 100 Gpm Make Tyco Model LFII I Elevation at Highest Outlet - Feet Size 1/2" K-Factor 4.9 G Note: Temperature Rating N Calculation Gpm Required 142.26 Psi Required 62.48 At Test Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 7-18-16 Rated Cap. Cap. T Time of Test - n/a @ Psi Elev. E Static (Psi) - 93.8 Elev. R Residual (Psi) - 83.7 Other Well Flow (Gpm) - 1508 Proof Flow Gpm S Elevation - -3 P Location: 8" public Main P L Source of Information: Water Study performed by SB&O Inc. Y Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C Sexton Fire Protection Page 2 Quarry Creek 'Design Area #i" Date 2.5.17 City Water Supply: Demand: Cl - Static F5ressure : 83.7 Dl - Elevation : 10.394 C2 - Residual Pressure: 75.3 D2 - System Flow : 42.26 C2 - Residual Flow : 1508 D2 - System Pressure : 62.483 Hose ( Demand ) :100 D3 - System Demand :142.26 Safety Margin : 21.110 150 140 130 p120 R11° E10° 90 80 u 70 _____ C2 D2 R6° --c•i- E 50 40 -- 30 -- 20 10 bi I I I I I I I I 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N" 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary Sexton Fire Protection Page 3 Quarry Creek "Design Area #1" Date 2.5.17 Fitting Legend Abbrev. Name 1/2 % -1 1% 1½ 2 2½ 3 3Y2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 1345Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 N * CPVC 90Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouplingTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 1390' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zim Wilkins 375ADA Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 I-pressure / How iummary - S IAN UAKU Sexton Fire Protection Page 4 Quarry Creek "Design Area #1" Date 2.5.17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. DRP1 21.0 4.9 7.04 na 13.0 0.05 256 7.04 EQ=1 20.5 7.43 na DRP2 21.0 4.9 7.04 na 13.0 0.05 256 7.04 EQ=2 20.5 7.49 na 1 21.0 K= K@ EQ=1 9.66 na 14.83 2 21.0 9.14 na 3 21.0 K = K @ EQ=1 9.14 na 14.43 4 21.0 30.78 na 5 21.0 31.7 na 6 21.0 32.96 na 7 10.5 39.04 na TOR 10.5 39.69 na BOR 0.5 48.39 na UG1 -3.0 49.92 na UG2 -3.0 49.98 na 100.0 UG3 -3.0 49.98 na UG4 -3.0 50.09 na UGS -3.0 50.1 na UG6 -3.0 50.11 na UG7 -3.0 62.46 na TEST -3.0 62.48 na 8 21.0 16.51 na 9 21.0 21.04 na 9.5 21.0 22.95 na 10 21.0 23.27 na 11 21.0 31.34 na 12 21.0 K=K@EQ=2 7.49 na 13.0 13 10.5 29.76 na 14 10.5 29.94 na 15 10.5 38.71 na 16 10.5 38.93 na 17 10.5 29.96 na The maximum velocity is 13.95 and it occurs in the pipe between nodes I and 8 Computer Programs by Hydratec Inc. Revision: 50.52.1 I-inal.Ualculations - Hazen-Williams Sexton Fire Protection Page 5 Quarry Creek 'Design Area #1" Date 2.5.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn DRPI 13.00 1.101 0 5.0 0.500 7.040 K Factor =4.90 to 150.0 0.0 5.000 0.217 EQ=1 13.0 0.0305 0.0 5.500 0.168 Vet = 4.38 0.0 13.00 7.425 K Factor = 4.77 DRP2 13.00 1.101 N 7.0 0.500 7.040 K Factor =4.90 to 150.0 0.0 7.000 0.217 EQ=2 13.0 0.0307 0.0 7.500 0.230 Vet = 4.38 0.0 13.00 7.487 K Factor = 4.75 1 -11.25 0.874 R 1.0 6.250 9.662 K Factor @ node EQ=1 to 150.0 0.0 1.000 0.0 2 -11.25 -0.0721 0.0 7.250 -0.523 Vet = 6.02 2 13.01 0.874 0.0 2.000 9.139 to 150.0 0.0 0.0 0.0 3 1.76 0.0025 0.0 2.000 0.005 Vet = 0.94 3 14.42 0.874 21R 21.0 128.830 9.144 K Factor@ node EQ=1 to 150.0 0 3.0 24.000 0.0 4 16.18 0.1416 0.0 152.830 21.635 Vel = 8.65 4 0.0 0.874 0 3.0 3.500 30.779 to 150.0 0.0 3.000 0.0 5 16.18 0.1415 0.0 6.500 0.920 Vet = 8.65 5 8.35 1.101 N 7.0 5.660 31.699 to 150.0 0.0 7.000 0.0 6 24.53 0.0993 0.0 12.660 1.257 Vet = 8.27 6 0.0 1.101 0 5.0 10.500 32.956 to 150.0 0.0 5.000 4.548 7 24.53 0.0992 0.0 15.500 1.538 Vet = 8.27 7 17.73 1.38 E 3.0 1.750 39.042 to 120.0 0.0 3.000 0.0 TOR 42.26 0.1366 0.0 4.750 0.649 Vet = 9.06 TOR 0.0 1.38 Fsp 0.0 10.000 39.691 to 120.0 0.0 0.0 7.331 * * Fixed Loss = 3 BOR 42.26 0.1366 0.0 10.000 1.366 Vet = 9.06 BOR 0.0 4.26 E 13.167 10.000 48.388 to 120.0 0.0 13.167 1.516 UGI 42.26 0.0006 0.0 23.167 0.013 Vel = 0.95 UG1 0.0 4.23 S 42.291 65.000 49.917 to 150.0 2G 7.689 88.425 0.0 UG2 42.26 0.0004 T 38.446 153.425 0.059 Vet = 0.96 UG2 100.00 7.98 0.0 36.580 49.976 Qa = 100 to 150.0 0.0 0.0 0.0 UG3 142.26 0.0002 0.0 36.580 0.006 Vet = 0.91 UG3 0.0 7.98 5E 135.913 457.000 49.982 to 150.0 2F 27.183 169.135 0.0 UG4 142.26 0.0002 G 6.041 626.135 0.104 Vet = 0.91 Computer Programs by Hydratec Inc. Revision: 50.52.1 l-inalUaIcuIatIons - Hazen-Williams Sexton Fire Protection Page 6 Quarry Creek "Design Area #1" Date 2.5.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn UG4 0.0 7.98 0.0 86.660 50.086 to 150.0 0.0 0.0 0.0 UG5 142.26 0.0002 0.0 86.660 0.014 Vel = 0.91 UG5 0.0 7.98 2F 27.183 25.000 50.100 to 150.0 E 27.183 54.364 0.0 UG6 142.26 0.0002 0.0 79.364 0.013 Vel = 0.91 UG6 0.0 8.27 3E 85.404 10.000 50.113 to 140.0 Zim 0.0 85.404 12.336 * * Fixed Loss = 12.336 UG7 142.26 0.0002 0.0 95.404 0.016 Vel = 0.85 UG7 0.0 7.98 G 6.041 50.000 62.465 to 150.0 T 52.855 58.895 0.0 TEST 142.26 0.0002 0.0 108.895 0.018 Vel = 0.91 0.0 142.26 62.483 K Factor= 18.00 1 26.08 0.874 3R 3.0 17.000 9.662 to 150.0 0.0 3.000 0.0 8 26.08 0.3422 0.0 20.000 6.844 Vel = 13.95 8 0.0 0.874 R 1.0 9.250 16.506 to 150.0 0 3.0 4.000 0.0 9 26.08 0.3423 0.0 13.250 4.535 Vel = 13.95 9 0.0 0.874 R 1.0 4.580 21.041 to 150.0 0.0 1.000 0.0 9.5 26.08 0.3421 0.0 5.580 1.909 Vel = 13.95 9.5 -17.73 0.874 0 3.0 4.580 22.950 to 150.0 0.0 3.000 0.0 10 8.35 0.0416 0.0 7.580 0.315 Vel = 4.47 10 0.0 0.874 28R 28.0 163.160 23.265 to 150.0 0 3.0 31.000 0.0 11 8.35 0.0416 0.0 194.160 8.077 Vel = 4.47 11 0.0 0.874 0 3.0 5.580 31.342 to 150.0 0.0 3.000 0.0 5 8.35 0.0416 0.0 8.580 0.357 Vel = 4.47 0.0 8.35 31.699 K Factor= 1.48 12 13.00 0.874 0 3.0 14.500 7.487 K Factor@ node EQ=2 to 150.0 0.0 3.000 0.0 2 13.0 0.0944 0.0 17.500 1.652 Vel = 6.95 0.0 13.00 9.139 K Factor= 4.30 9.5 17.73 0.874 0 3.0 10.500 22.950 to 150.0 0.0 3.000 4.548 13 17.73 0.1676 0.0 13.500 2.262 Vel = 9.48 13 -9.00 0.874 0 3.0 1.000 29.760 to 150.0 0.0 3.000 0.0 14 8.73 0.0452 0.0 4.000 0.181 Vel = 4.67 14 0.0 0.874 19R 19.0 167.830 29.941 to 150.0 N 7.0 26.000 0.0 15 8.73 0.0452 0.0 193.830 8.766 Vel = 4.67 Computer Programs by Hydratec Inc. Revision: 50.52.1 binalUalculatIons - Hazen-Williams Sexton Fire Protection Page 7 Quarry Creek "Design Area #1" Date 2.5.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 15 0.0 0.874 0 3.0 2.000 38.707 to 150.0 0.0 3.000 0.0 16 8.73 0.0452 0.0 5.000 0.226 Vel = 4.67 16 9.00 1.101 R 1.0 1.000 38.933 to 150.0 0.0 1.000 0.0 7 17.73 0.0545 0.0 2.000 0.109 Vel = 5.97 0.0 17.73 39.042 K Factor = 2.84 13 9.00 0.874 0 3.0 1.160 29.760 to 150.0 0.0 3.000 0.0 17 9.0 0.0478 0.0 4.160 0.199 Vel = 4.81 17 0.0 0.874 20R 20.0 167.830 29.959 to 150.0 0.0 20.000 0.0 16 9.0 0.0478 0.0 187.830 8.974 Vel = 4.81 0.0 9.00 38.933 K Factor = 1.44 Computer Programs by Hydratec Inc. Revision: 50.52.1 - - - Fire Protection by Computer Design Sexton Fire Protection 12222 Woodside Ave., #132 Lakeside, Ca. 92040 619-454-6945 Job Name : Quarry Creek "Design Area #1" Building : #3 Location : 2965 Luiseno Way System : 1 Contract 17.025 Data File : Bldg. 3 Design Area #1 .WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Sexton Fire Protection Page 1 Quarry Creek "Design Area #1" Date 2.5.17 HYDRAULIC DESIGN INFORMATION SHEET Name - Quarry Creek Date - 2.5.17 Location - 2965 Luiseno Way Building - 43 System No. - 1 Contractor - Sexton Fire Protection Contract No. - 17.025 Calculated By - Sexton Fire Protection Drawing No. - 17.025 Construction: ( ) Combustible ( ) Non-Combustible Ceiling Height varies OCCUPANCY - Light Hazard Residence S Type of Calculation: (X)NFPA 13 Residential ( )NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( )1 ( )2 ( )4 ( )3 S (X)OtherTyco Attic Sprinklers 5 Calculated T )Specific Ruling Made by Date B M Listed Flow at Start Point - 25 Gpm System Type Listed Pres. at Start Point - 20 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING -- x -- Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - 100 Gpm Make Tyco Model BBl I Elevation at Highest Outlet - 21 Feet Size 1/2" K-Factor 5.6 G Note: Temperature Rating N Calculation Gpm Required 226.75 Psi Required 74.16 At Test Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 7-18-16 Rated Cap. Cap. T Time of Test - n/a @ Psi Elev. B Static (Psi) - 93.8 Elev. R Residual (Psi) - 83.7 Other Well Flow (Gpm) - 1508 Proof Flow Gpm S Elevation - -3 P Location: 8" public Main P L Source of Information: Water Study performed by SB&O Inc. Y Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C Sexton Fire Protection Page 2 Quarry Creek "Design Area #i" Date 2.5.17 City Water Supply: Demand: Cl - Static Fressure : 83.7 Dl - Elevation : 14.942 C2 - Residual Pressure: 75.3 D2 - System Flow :126.755 C2 - Residual Flow : 1508 D2 - System Pressure : 74.166 Hose ( Demand) :100 D3 - System Demand : 226.755 Safety Margin : 9.282 150 140 130 p120 R° E10° S 90 CT S 80 - E) UZ ___________ C2 U70 - R6° E5° 40 30 20 10 I I I I ___________________________ I U ••. 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N A 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary Sexton Fire Protection Page 3 Quarry Creek "Design Area #1" Date 2.5.17 Fitting Legend Abbrev. Name 1/2 3/4 1 1¼ 1% 2 2¼ 3 3Y2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 N * CPVC 90Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVC Tee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouplingTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 I NFPA 1390' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zim Wilkins 375ADA Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 l-'ressure I I-low Summary - S IANL)AI-<D Sexton Fire Protection Page 4 Quarry Creek "Design Area #1" Date 2.5.17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 6131 31.5 5.6 20.0 na 25.04 0.1 60 20.0 EQ=1 33.0 20.02 na 1 31.5 K= K @ EQ=1 20.02 na 25.04 2 31.5 20.04 na 3 31.5 K= K @ EQ=1 20.07 na 25.07 4 31.5 K= K @ EQ=1 20.2 na 25.16 5 31.5 K= K @ EQ=1 20.54 na 25.37 6 31.5 K= K @ EQ=1 21.77 na 26.11 7 31.5 28.84 na 8 21.0 34.68 na 9 10.5 41.53 na 10 10.5 44.0 na TOR 10.5 51.05 na BOR 0.5 59.84 na UG1 -3.0 61.46 na UG4 -3.0 61.82 na 100.0 UGS -3.0 61.85 na UG6 -3.0 61.89 na UG7 -3.0 74.12 na TEST -3.0 74.17 na The maximum velocity is 12.91 and it occurs in the pipe between nodes 6 and 7 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Sexton Fire Protection Page 5 Quarry Creek "Design Area #1" Date 2.5.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 13131 25.04 1.101 0 5.0 1.500 20.000 K Factor =5.60 to 150.0 0.0 5.000 -0.650 EQ=1 25.04 0.1032 0.0 6.500 0.671 Vel = 8.44 0.0 25.04 20.021 K Factor = 5.60 1 25.04 2.003 R 1.0 3.000 20.021 K Factor @ node EQ=1 to 150.0 0.0 1.000 0.0 2 25.04 0.0055 0.0 4.000 0.022 Vel = 2.55 2 0.0 2.003 R 1.0 2.910 20.043 to 150.0 0.0 1.000 0.0 3 25.04 0.0056 0.0 3.910 0.022 Vel = 2.55 3 25.08 2.003 R 1.0 5.910 20.065 K Factor@ node EQ=1 to 150.0 0.0 1.000 0.0 4 50.12 0.0203 0.0 6.910 0.140 Vel = 5.10 4 25.15 2.003 2R 2.0 5.830 20.205 K Factor @ node EQ=1 to 150.0 0.0 2.000 0.0 5 75.27 0.0428 0.0 7.830 0.335 Vel = 7.66 5 25.37 2.003 3R 3.0 13.750 20.540 K Factor @ node EQ=1 to 150.0 0.0 3.000 0.0 6 100.64 0.0733 0.0 16.750 1.228 Vet = 10.25 6 26.12 2.003 8R 8.0 33.910 21.768 K Factor @ node EQ=1 to 150.0 0 10.0 29.000 0.0 7 126.76 0.1124 N 11.0 62.910 7.070 Vel = 12.91 7 0.0 2.003 R 1.0 10.500 28.838 to 150.0 0.0 1.000 4.548 8 126.76 0.1123 0.0 11.500 1.292 Vet= 12.91 8 0.0 2.003 0 10.0 10.500 34.678 to 150.0 0.0 10.000 4.548 9 126.76 0.1123 0.0 20.500 2.303 Vel = 12.91 9 0.0 2.003 R 1.0 11.000 41.529 to 150.0 0 10.0 11.000 0.0 10 126.76 0.1124 0.0 22.000 2.472 Vel= 12.91 10 0.0 2.003 20 20.0 9.750 44.001 to 150.0 3N 33.0 53.000 0.0 TOR 126.76 0.1124 0.0 62.750 7.052 Vel = 12.91 TOR 0.0 2.067 Fsp 0.0 10.000 51.053 to 120.0 0.0 0.0 7.331 * * Fixed Loss = 3 BOR 126.76 0.1457 0.0 10.000 1.457 Vet = 12.12 BOR 0.0 4.26 E 13.167 10.000 59.841 to 120.0 0.0 13.167 1.516 UGI 126.76 0.0043 0.0 23.167 0.099 Vel = 2.85 UGI 0.0 4.23 S 42.291 35.000 61.456 to 150.0 2G 7.689 88.425 0.0 UG4 126.76 0.0029 T 38.446 123.425 0.364 Vel = 2.89 UG4 100.00 7.98 0.0 86.660 61.820 Qa = 100 to 150.0 0.0 0.0 0.0 UGS 226.76 0.0004 0.0 86.660 0.034 Vet = 1.45 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Sexton Fire Protection Page 6 Quarry Creek "Design Area #1" Date 2.5.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn UG5 0.0 7.98 2F 27.183 25.000 61.854 to 150.0 E 27.183 54.364 0.0 UG6 226.76 0.0004 0.0 79.364 0.032 Vel = 1.45 UG6 0.0 8.27 3E 85.404 10.000 61.886 to 140.0 Zinn 0.0 85.404 12.202 * * Fixed Loss = 12.202 UG7 226.76 0.0004 0.0 95.404 0.035 Vel = 1.35 UG7 0.0 7.98 G 6.041 50.000 74.123 to 150.0 T 52.855 58.895 0.0 TEST 226.76 0.0004 0.0 108.895 0.043 Vel = 1.45 0.0 226.76 74.166 KFactor= 26.33 Computer Programs by Hydratec Inc. Revision: 50.52.1 - - Fire Protection by Computer Design Sexton Fire Protection 12222 Woodside Ave., #132 Lakeside, Ca. 92040 619-454-6945 Job Name : Quarry Creek "Design Area #1" Building : #4 Location : 2965 Luiseno Way System : 1 Contract : 17.025 Data File : Bldg. 4 Design Area #1 .WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Sexton Fire Protection Page 1 Quarry Creek "Design Area #1" Date 2.5.17 HYDRAULIC DESIGN INFORMATION SHEET Name - Quarry Creek Date - 2.5.17 Location - 2965 Luiseno Way Building - #4 System No. - 1 Contractor - Sexton Fire Protection Contract No. - 17.025 Calculated By - Sexton Fire Protection Drawing No. - 17.025 Construction: ( ) Combustible ( ) Non-Combustible Ceiling Height varies OCCUPANCY - Light Hazard Residence S Type of Calculation: (X)NFPA 13 Residential ( )NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( )1 ( )2 ( )4 ( )3 S (X)OtherTyco Attic Sprinklers 5 Calculated T )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 9.6 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING -- x -- Deluge ( ) PreAction F Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - 100 Gpm Make Tyco Model BB1 I Elevation at Highest Outlet - 21 Feet Size 1/2" K-Factor 4.2 G Note: Temperature Rating N Calculation Gpm Required 226.75 Psi Required 78.54 At Test Summary C-Factor Used: Overhead 150 Underground 150 Water Flow Test: Pump Data: Date of Test - 7-18-16 Rated Cap. Time of Test - n/a @ Psi Static (Psi) - 93.8 Elev. Residual (Psi) - 83.7 Other Flow (Gpm) - 1508 Elevation - -3 Location: 8" public Main Source of Information: Water Study performed by SB&O Inc. Computer Programs by Hydratec Inc. Revision: 50.52.1 W A T F R S P P L Y Tank or Reservoir: Cap. Elev. Well Proof Flow Gpm Water Supply Curve C Sexton Fire Protection Page 2 Quarry Creek "Design Area #1" Date 2.5.17 City Water Supply: Demand: Cl - Static Pressure : 83.7 Dl - Elevation : 14.942 C2 - Residual Pressure: 75.3 D2 - System Flow :126.755 02 - Residual Flow : 1508 D2 - System Pressure : 78.548 Hose ( Demand) :100 D3 - System Demand : 226.755 Safety Margin : 4.899 150 140 130 120 R° E10° S90 S 80 u 70 - ____ e2 _____ R6° E5° 40 30 20 10 I I I S 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N " 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary Sexton Fire Protection Page 3 Quarry Creek "Design Area #1" Date 2.5.17 Fitting Legend Abbrev. Name 1/2 3/4 1 1'/4 1% 2 2Y2 3 3Y2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 N * CPVC 90Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVC Tee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 1390 Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zim Wilkins 375ADA Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 I-'ressure / Flow Summary - S IANL)AI-<D Sexton Fire Protection Page 4 Quarry Creek Design Area #1" Date 2.5.17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rep. 13131 31.5 5.6 20.0 na 25.04 0.1 60 20.0 EQ=1 33.0 20.02 na 1 31.5 K = K @ EQ=1 20.02 na 25.04 2 31.5 20.04 na 3 31.5 K = K @ EQ=1 20.07 na 25.07 4 31.5 K = K @ EQ=1 20.2 na 25.16 5 31.5 K = K @ EQ=1 20.54 na 25.37 6 31.5 K = K @ EQ=1 21.77 na 26.11 7 31.5 28.83 na 8 21.0 35.68 na 9 21.0 36.88 na 10 21.0 38.73 na 11 21.0 39.51 na 12 21.0 40.28 na 13 21.0 41.06 na 14 21.0 41.84 na 15 21.0 43.16 na 16 10.5 50.02 na TOR 10.5 55.35 na BOR 0.5 64.14 na UG1 -3.0 65.76 na UG3 -3.0 66.12 na UG4 -3.0 66.2 na 100.0 UGS -3.0 66.24 na UG6 -3.0 66.27 na UG7 -3.0 78.51 na TEST -3.0 78.55 na The maximum velocity is 12.91 and it occurs in the pipe between nodes 6 and 7 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final ualculations - I-Iazen-VVilliams Sexton Fire Protection Page 5 Quarry Creek "Design Area #1" Date 2.5.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BB1 25.04 1.101 0 5.0 1.500 20.000 K Factor =5.60 to 150.0 0.0 5.000 -0.650 EQ=1 25.04 0.1032 0.0 6.500 0.671 Vel = 8.44 0.0 25.04 20.021 K Factor = 5.60 1 25.04 2.003 R 1.0 3.250 20.021 K Factor @ node EQ=1 to 150.0 0.0 1.000 0.0 2 25.04 0.0056 0.0 4.250 0.024 Vel = 2.55 2 0.0 2.003 R 1.0 2.660 20.045 to 150.0 0.0 1.000 0.0 3 25.04 0.0055 0.0 3.660 0.020 Vel = 2.55 3 25.08 2.003 R 1.0 5.910 20.065 K Factor @ node EQ=1 to 150.0 0.0 1.000 0.0 4 50.12 0.0203 0.0 6.910 0.140 Vel = 5.10 4 25.15 2.003 2R 2.0 5.910 20.205 K Factor@ node EQ=1 to 150.0 0.0 2.000 0.0 5 75.27 0.0429 0.0 7.910 0.339 Vel = 7.66 5 25.37 2.003 3R 3.0 13.660 20.544 K Factor @ node EQ=1 to 150.0 0.0 3.000 0.0 6 100.64 0.0733 0.0 16.660 1.221 Vel = 10.25 6 26.12 2.003 8R 8.0 33.830 21.765 K Factor@ node EQ=1 to 150.0 0 10.0 29.000 0.0 7 126.76 0.1124 N 11.0 62.830 7.061 Vel = 12.91 7 0.0 2.003 0 10.0 10.500 28.826 to 150.0 0.0 10.000 4.548 8 126.76 0.1123 0.0 20.500 2.303 Vel = 12.91 8 0.0 2.003 0 10.0 0.660 35.677 to 150.0 0.0 10.000 0.0 9 126.76 0.1124 0.0 10.660 1.198 Vel = 12.91 9 0.0 2.003 2R 2.0 14.500 36.875 to 150.0 0.0 2.000 0.0 10 126.76 0.1124 0.0 16.500 1.854 VeI= 12.91 10 0.0 2.003 2R 2.0 4.910 38.729 to 150.0 0.0 2.000 0.0 11 126.76 0.1124 0.0 6.910 0.777 Vel = 12.91 11 0.0 2.003 2R 2.0 4.910 39.506 to 150.0 0.0 2.000 0.0 12 126.76 0.1123 0.0 6.910 0.776 Vel = 12.91 12 0.0 2.003 2R 2.0 4.910 40.282 to 150.0 0.0 2.000 0.0 13 126.76 0.1124 0.0 6.910 0.777 Vel = 12.91 13 0.0 2.003 2R 2.0 4.910 41.059 to 150.0 0.0 2.000 0.0 14 126.76 0.1123 0.0 6.910 0.776 Vel = 12.91 14 0.0 2.003 N 11.0 0.830 41.835 to 150.0 0.0 11.000 0.0 15 126.76 0.1124 0.0 11.830 1.330 Vel= 12.91 Computer Programs by Hydratec Inc. Revision: 50.52.1 HnalUalculations - I-Iazen-VVilliams Sexton Fire Protection Page 6 Quarry Creek "Design Area #1 Date 2.5.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 15 0.0 2.003 0 10.0 10.500 43.165 to 150.0 0.0 10.000 4.548 16 126.76 0.1123 0.0 20.500 2.303 Vet = 12.91 16 0.0 2.003 3R 3.0 17.000 50.016 to 150.0 0 10.0 30.482 0.0 TOR 126.76 0.1124 N 11.0 47.482 5.336 Vet = 12.91 E 6.482 TOR 0.0 2.067 Fsp 0.0 10.000 55.352 to 120.0 0.0 0.0 7.331 * * Fixed Loss = 3 BOR 126.76 0.1457 0.0 10.000 1.457 Vel = 12.12 BOR 0.0 4.26 E 13.167 10.000 64.140 to 120.0 0.0 13.167 1.516 UGI 126.76 0.0043 0.0 23.167 0.099 Vet = 2.85 UGI 0.0 4.23 S 42.291 35.000 65.755 to 150.0 2G 7.689 88.425 0.0 UG3 126.76 0.0029 T 38.446 123.425 0.364 Vel = 2.89 UG3 0.0 7.98 5E 135.913 456.080 66.119 to 150.0 G 6.041 169.135 0.0 UG4 126.76 0.0001 2F 27.183 625.215 0.084 Vet = 0.81 UG4 100.00 7.98 0.0 86.660 66.203 Qa = 100 to 150.0 0.0 0.0 0.0 UG5 226.76 0.0004 0.0 86.660 0.034 Vet = 1.45 UGS 0.0 7.98 2F 27.183 25.000 66.237 to 150.0 E 27.183 54.364 0.0 UG6 226.76 0.0004 0.0 79.364 0.031 Vet = 1.45 UG6 0.0 8.27 3E 85.404 10.000 66.268 to 140.0 Zim 0.0 85.404 12.202 * * Fixed Loss = 12.202 UG7 226.76 0.0004 0.0 95.404 0.036 Vet = 1.35 UG7 0.0 7.98 G 6.041 50.000 78.506 to 150.0 T 52.855 58.895 0.0 TEST 226.76 0.0004 0.0 108.895 0.042 Vet = 1.45 0.0 226.76 78.548 K Factor= 25.59 Computer Programs by Hydratec Inc. Revision: 50.52.1 ... Fire Protection by Computer Design Sexton Fire Protection 12222 Woodside Ave., #132 Lakeside, Ca. 92040 619-454-6945 Job Name : Quarry Creek "Design Area #1" Building : #5 Location : 2965 Luiseno Way System : 1 Contract : 17.025 Data File : Bldg. 5 Design Area #1 .WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Sexton Fire Protection Page 1 Quarry Creek "Design Area #1" Date 2.5.17 HYDRAULIC DESIGN INFORMATION SHEET Name - Quarry Creek Date - 2.5.17 Location - 2965 Luiseno Way Building - *5 System No. - 1 Contractor - Sexton Fire Protection Contract No. - 17.025 Calculated By - Sexton Fire Protection Drawing No. - 17.025 Construction: ( ) Combustible ( ) Non-Combustible Ceiling Height varies OCCUPANCY - Light Hazard Residence S Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( )1 ( )2 ( )4 ( )3 S (a)0ther5 Sprinkler calc, Tyco Attic Sprinklers T )Specific Ruling Made by Date E M Listed Flow at Start Point - 25 Gpm System Type Listed Pres. at Start Point - 20 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING -- x -- Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - 100 Gpm Make Tyco Model BB1 I Elevation at Highest Outlet - 21 Feet Size 1/2" K-Factor 4.2 G Note: Temperature Rating N Calculation Gpm Required 218.7 Psi Required 78.95 At Test Summary C-Factor Used: Overhead 150 Underground 150 Water Flow Test: Date of Test - 7-18-16 Time of Test - n/a Static (Psi) - 93.8 Residual (Psi) - 83.7 Flow (Gpm) - 1508 Elevation - -3 Location: 8" public Main Source of Information: Water Study performed by SB&O Inc. Computer Programs by Hydratec Inc. Revision: 50.52.1 W A T E R S P P L Y Pump Data: Rated Cap. @ Psi Elev. Other Tank or Reservoir: Cap. Elev. Well Proof Flow Gpm Water Supply Curve C Sexton Fire Protection Page 2 Quarry Creek "Design Area #1" Date 2.5.17 City Water Supply: Demand: Cl - Static Pressure : 83.7 Dl - Elevation : 5.847 C2 - Residual Pressure: 75.3 D2 - System Flow :118.707 C2 - Residual Flow : 1508 D2 - System Pressure : 78.950 Hose ( Demand) :100 D3 - System Demand : 218.707 Safety Margin : 4.513 150 140 130 120 R° E10° S 90 tf 80 e2. U70 R6° E5° 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N " 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary Sexton Fire Protection Page 3 Quarry Creek "Design Area #1" Date 2.5.17 Fitting Legend Abbrev. Name 1/2 1% 1Y2 2 2,4 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 1345Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouplinglee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 1390, Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zim Wilkins 375ADA Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 t-'res,sure I F- low Summary - S IANL)AI-<L) Sexton Fire Protection Page 4 Quarry Creek 'Design Area #1 Date 2.5.17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. SRG1 10.5 4.2 9.6 na 13.01 0.1 60 9.6 EQ=1 14.5 8.14 na SRG2 10.5 5.6 20.0 na 25.04 0.1 60 20.0 EQ=2 10.5 21.13 na 1 10.5 K=K@EQ=1 21.11 na 20.95 2 10.5 21.38 na 3 10.5 21.75 na 4 10.5 K = K @ EQ=1 24.31 na 22.48 5 10.5 27.8 na 6 10.5 32.06 na 7 10.5 40.64 na 8 10.5 43.34 na 9 10.5 47.55 na 9.5 10.5 48.22 na 10 10.5 54.88 na 11 10.5 55.09 na TOR 10.5 55.8 na BOR 0.5 64.42 na UG1 -3.0 66.03 na UG8 10.5 60.5 na UG2 -3.0 66.36 na 100.0 UG3 -3.0 66.37 na UG4 -3.0 66.6 na UG5 -3.0 66.63 na UG6 -3.0 66.66 na UG7 -3.0 78.91 na TEST -3.0 78.95 na 12 10.5 41.94 na 13 10.5 43.34 na 14 10.5 46.06 na 14.5 10.5 48.22 na 15 10.5 53.17 na 16 10.5 43.34 na 17 10.5 K=K@EQ=2 21.13 na 25.04 18 10.5 K = K @ EQ=2 21.26 na 25.12 19 10.5 21.49 na 20 10.5 K=K@EQ=2 21.26 na 25.12 The maximum velocity is 24.95 and it occurs in the pipe between nodes 4 and 5 Computer Programs by Hydratec Inc. Revision: 50.52.1 t-inal Ualculations - Hazen-Williams Sexton Fire Protection Page 5 Quarry Creek "Design Area #1" Date 2.5.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11C..or Ftng's Pe Pv ******* Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn SRGI 13.01 1.101 0 5.0 4.000 9.600 K Factor =4.20 to 150.0 0.0 5.000 -1.732 EQ=1 13.01 0.0307 0.0 9.000 0.276 Vel = 4.38 0.0 13.01 8.144 K Factor = 4.56 SRG2 25.04 1.101 N 7.0 4.000 20.000 K Factor= 5.60 to 150.0 0.0 7.000 0.0 EQ=2 25.04 0.1032 0.0 11.000 1.135 Vel = 8.44 0.0 25.04 21.135 KFactor= 5.45 1 20.95 1.394 0 6.0 5.660 21.106 K Factor@ node EQ=1 to 150.0 0.0 6.000 0.0 2 20.95 0.0235 0.0 11.660 0.274 Vel = 4.40 2 25.04 1.394 R 1.0 2.660 21.380 to 150.0 0.0 1.000 0.0 3 45.99 0.1005 0.0 3.660 0.368 Vel = 9.67 3 50.23 1.394 R 1.0 5.500 21.748 to 150.0 0.0 1.000 0.0 4 96.22 0.3943 0.0 6.500 2.563 Vel = 20.23 4 22.49 1.394 R 1.0 5.000 24.311 K Factor @ node EQ=1 to 150.0 0.0 1.000 0.0 5 118.71 0.5817 0.0 6.000 3.490 Vel = 24.95 5 0.0 1.394 0 6.0 1.330 27.801 to 150.0 0.0 6.000 0.0 6 118.71 0.5816 0.0 7.330 4.263 Vel = 24.95 6 0.0 1.394 N 8.0 6.750 32.064 to 150.0 0.0 8.000 0.0 7 118.71 0.5816 0.0 14.750 8.578 Vel = 24.95 7 -57.72 1.394 3R 3.0 12.910 40.642 to 150.0 0.0 3.000 0.0 8 60.99 0.1696 0.0 15.910 2.698 Vel = 12.82 8 1.91 1.598 4R 4.0 24.580 43.340 to 150.0 N 9.0 21.000 0.0 9 62.9 0.0923 0 8.0 45.580 4.209 Vel = 10.06 9 0.0 1.598 R 1.0 6.250 47.549 to 150.0 0.0 1.000 0.0 9.5 62.9 0.0924 0.0 7.250 0.670 Vel = 10.06 9.5 0.30 1.598 3R 3.0 52.500 48.219 to 150.0 20 16.0 19.000 0.0 10 63.2 0.0932 0.0 71.500 6.662 Vel = 10.11 10 0.0 1.598 R 1.0 1.250 54.881 to 150.0 0.0 1.000 0.0 11 63.2 0.0933 0.0 2.250 0.210 Vel = 10.11 11 55.51 2.067 E 5.0 0.500 55.091 to 120.0 0.0 5.000 0.0 TOR 118.71 0.1291 0.0 5.500 0.710 Vel = 11.35 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Ualculations - Hazen-Williams Sexton Fire Protection Page 6 Quarry Creek 'Design Area #1" Date 2.5.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn TOR 0.0 2.067 Fsp 0.0 10.000 55.801 to 120.0 0.0 0.0 7.331 * * Fixed Loss = 3 BOR 118.71 0.1290 0.0 10.000 1.290 Vel = 11.35 BOR 0.0 4.26 E 13.167 10.000 64.422 to 120.0 0.0 13.167 1.516 UGI 118.71 0.0038 0.0 23.167 0.088 Vel = 2.67 UGI 0.0 4.23 S 42.291 35.000 66.026 to 150.0 2G 7.689 88.425 -5.847 UG8 118.71 0.0026 T 38.446 123.425 0.323 Vel = 2.71 UG8 0.0 7.98 2F 27.183 53.580 60.502 to 150.0 0.0 27.182 5.847 UG2 118.71 0.0001 0.0 80.762 0.009 Vel = 0.76 UG2 100.00 7.98 0.0 36.580 66.358 Qa = 100 to 150.0 0.0 0.0 0.0 UG3 218.71 0.0004 0.0 36.580 0.014 Vel = 1.40 UG3 0.0 7.98 5E 135.913 457.000 66.372 to 150.0 2F 27.183 169.135 0.0 UG4 218.71 0.0004 G 6.041 626.135 0.230 Vel = 1.40 UG4 0.0 7.98 0.0 86.660 66.602 to 150.0 0.0 0.0 0.0 UG5 218.71 0.0004 0.0 86.660 0.032 Vel = 1.40 UG5 0.0 7.98 2F 27.183 25.000 66.634 to 150.0 E 27.183 54.364 0.0 UG6 218.71 0.0004 0.0 79.364 0.029 Vel = 1.40 UG6 0.0 8.27 3E 85.404 10.000 66.663 to 140.0 Zim 0.0 85.404 12.214 * * Fixed Loss = 12.214 UG7 218.71 0.0003 0.0 95.404 0.033 Vel = 1.31 UG7 0.0 7.98 G 6.041 50.000 78.910 to 150.0 T 52.855 58.895 0.0 TEST 218.71 0.0004 0.0 108.895 0.040 Vel = 1.40 0.0 218.71 78.950 K Factor= 24.61 7 57.72 1.394 2R 2.0 6.500 40.642 to 150.0 0.0 2.000 0.0 12 57.72 0.1532 0.0 8.500 1.302 Vel = 12.13 12 0.0 1.394 0 6.0 3.083 41.944 to 150.0 0.0 6.000 0.0 13 57.72 0.1531 0.0 9.083 1.391 Vel = 12.13 13 -1.91 1.394 0 6.0 12.910 43.335 to 150.0 0.0 6.000 0.0 14 55.81 0.1440 0.0 18.910 2.723 Vel = 11.73 14 0.0 1.598 6R 6.0 23.160 46.058 to 150.0 0.0 6.000 0.0 14.5 55.81 0.0740 0.0 29.160 2.158 Vel = 8.93 14.5 -0.31 1.598 4R 4.0 54.660 48.216 to 150.0 N 9.0 13.000 0.0 15 55.5 0.0733 0.0 67.660 4.958 Vel = 8.88 Computer Programs by Hydratec Inc. Revision: 50.52.1 1-ma). Ualculations - Hazen-Williams Sexton Fire Protection Page 7 Quarry Creek "Design Area #1" Date 2.5.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 15 0.0 1.598 2R 2.0 16.160 53.174 to 150.0 0 8.0 10.000 0.0 11 55.5 0.0733 0.0 26.160 1.917 Vel = 8.88 0.0 55.50 55.091 K Factor = 7.48 14.5 0.31 0.874 3R 3.0 15.500 48.216 to 150.0 20 6.0 9.000 0.0 9.5 0.31 0.0001 0.0 24.500 0.003 Vel = 0.17 0.0 0.31 48.219 K Factor = 0.04 13 1.91 1.394 R 1.0 3.083 43.335 to 150.0 0.0 1.000 0.0 16 1.91 0.0005 0.0 4.083 0.002 Vel = 0.40 16 0.0 1.394 0 6.0 7.500 43.337 to 150.0 0.0 6.000 0.0 8 1.91 0.0002 0.0 13.500 0.003 Vel = 0.40 0.0 1.91 43.340 K Factor = 0.29 17 25.04 1.394 0.0 0.0 21.135 K Factor@ node EQ=2 to 150.0 0.0 7.500 0.0 2 25.04 0.0327 0.0 7.500 0.245 Vel = 5.26 0.0 25.04 21.380 K Factor = 5.42 18 25.12 1.394 0 6.0 1.250 21.255 K Factor@ node EQ=2 to 150.0 0.0 6.000 0.0 19 25.12 0.0330 0.0 7.250 0.239 Vel = 5.28 19 0.0 1.394 0 6.0 1.750 21.494 to 150.0 0.0 6.000 0.0 3 25.12 0.0328 0.0 7.750 0.254 Vel = 5.28 0.0 25.12 21.748 KFactor= 5.39 20 25.12 1.394 20 12.0 3.000 21.255 K Factor@ node EQ=2 to 150.0 0.0 12.000 0.0 3 25.12 0.0329 0.0 15.000 0.493 Vel = 5.28 0.0 25.12 21.748 K Factor = 5.39 Computer Programs by Hydratec Inc. Revision: 50.52.1 lP&2ô1-- cO3 - - Fire Protection by Computer Design Sexton Fire Protection 12222 Woodside Ave., #132 Lakeside, Ca. 92040 619-454-6945 Job Name : Quarry Creek "Design Area #2" Building : #1 Location : 2965 Luiseno Way System : 2 Contract 17.025 Data File : Bldg. 1 Design Area #2.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Sexton Fire Protection Page 1 Quarry Creek "Design Area #2" Date 2.5.17 HYDRAULIC DESIGN INFORMATION SHEET Name - Quarry Creek Date - 2.5.17 Location - 2965 Luiseno Way Building - 4t1 System No. - 2 Contractor - Sexton Fire Protection Contract No. - 17.025 Calculated By - Sexton Fire Protection Drawing No. - 17.025 Construction: ( ) Combustible ( ) Non-Combustible Ceiling Height varies OCCUPANCY - Light Hazard Residence S Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: (X)1 ( )2 ( )4 ( )3 S )Otherwith a compartment T )Specific Ruling Made by Date E M Listed Flow at Start Point - 20 Gpm System Type Listed Pres. at Start Point - 16.7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20 Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - 100 Gpm Make Tyco Model LFII I Elevation at Highest Outlet - Feet Size 1/2" K-Factor =EQ=l G Note: Temperature Rating N Calculation Gpm Required 120.02 Psi Required 52.75 At Test Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 7-18-16 Rated Cap. Cap. T Time of Test - n/a @ Psi Elev. E Static (Psi) - 83.7 Elev. R Residual (Psi) - 75.3 Other Well Plow (Gpm) - 1508 Proof Flow Gpm S Elevation - -3 P Location: 8" public Main P L Source of Information: Water Study performed by SB&O Inc. Y Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C Sexton Fire Protection Page 2 Quarry Creek "Design Area #2" Date 2.5.17 City Water Supply: Demand: Cl - Static Pressure : 83.7 Dl - Elevation : 10.394 C2 - Residual Pressure: 75.3 D2 - System Flow : 20.024 C2 - Residual Flow : 1508 D2 - System Pressure : 52.754 Hose ( Demand) :100 D3 - System Demand :120.024 Safety Margin : 30.869 150 140 130 p120 R11° E10° 590 CT 80 C2 u 70 R6° D2 E5° D 40 30 20 L-UDT 10 I I I I I I I 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N A 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary Sexton Fire Protection Page 3 Quarry Creek "Design Area #2" Date 2.5.17 Fitting Legend .hhry Mqmp 1/2 3/4 1 1Y4 11/2 2 21/2 3 3Y2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 N * CPVC 90Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R * CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90 Flowthru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zim Wilkins 375ADA Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 I-ressure / I-low Summary - S IILkNL)AI-(U Sexton Fire Protection Page 4 Quarry Creek "Design Area #2" Date 2.5.17 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. DRP1 21.0 4.9 16.7 na 20.02 0.05 400 16.7 EQ=1 20.5 17.29 na 1 21.0 21.31 na 2 21.0 21.5 na 3 21.0 21.55 na 4 21.0 24.54 na 5 21.0 24.77 na 6 21.0 25.05 na 7 21.0 25.39 na 7.5 10.5 30.35 na TOR 10.5 31.05 na BOR 0.5 38.73 na UG1 -3.0 40.25 na UG8 21.0 29.86 na UG2 -3.0 40.26 na 100.0 UG3 -3.0 40.26 na UG4 -3.0 40.34 na UGS -3.0 40.35 na UG6 -3.0 40.36 na UG7 -3.0 52.74 na TEST -3.0 52.75 na 8 21.0 20.79 na 9 21.0 22.14 na 9.5 21.0 22.7 na 10 21.0 22.79 na 11 21.0 24.69 na 13 10.5 27.93 na 14 10.5 27.98 na 17 10.5 27.98 na 16 21.0 25.73 na 200 21.0 K = K @ EQ=1 17.29 na 20.02 The maximum velocity is 10.71 and it occurs in the pipe between nodes 200 and 8 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Sexton Fire Protection Page 5 Quarry Creek "Design Area #2" Date 2.5.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn DRP1 20.02 1.101 0 5.0 0.500 16.700 K Factor =4.90 to 150.0 0.0 5.000 0.217 EQ=1 20.02 0.0682 0.0 5.500 0.375 Vel = 6.75 0.0 20.02 17.292 K Factor = 4.81 1 6.48 0.874 R 1.0 6.250 21.310 to 150.0 0.0 1.000 0.0 2 6.48 0.0261 0.0 7.250 0.189 Vel = 3.47 2 0.0 0.874 0.0 2.000 21.499 to 150.0 0.0 0.0 0.0 3 6.48 0.0260 0.0 2.000 0.052 Vel = 3.47 3 0.0 0.874 21R 21.0 90.910 21.551 to 150.0 0 3.0 24.000 0.0 4 6.48 0.0261 0.0 114.910 2.994 Vet = 3.47 4 0.0 0.874 0 3.0 5.500 24.545 to 150.0 0.0 3.000 0.0 5 6.48 0.0260 0.0 8.500 0.221 Vel = 3.47 5 4.29 1.101 N 7.0 6.330 24.766 to 150.0 0.0 7.000 0.0 6 10.77 0.0217 0.0 13.330 0.289 Vel = 3.63 6 0.0 1.101 0 5.0 10.500 25.055 to 150.0 0.0 5.000 0.0 7 10.77 0.0216 0.0 15.500 0.335 Vel = 3.63 7 4.46 1.101 0 5.0 5.000 25.390 to 150.0 0.0 5.000 4.548 7.5 15.23 0.0411 0.0 10.000 0.411 Vet = 5.13 7.5 4.79 1.38 N 8.0 9.500 30.349 to 120.0 E 3.0 11.000 0.0 TOR 20.02 0.0343 0.0 20.500 0.703 Vet = 4.29 TOR 0.0 1.38 Fsp 0.0 10.000 31.052 to 120.0 0.0 0.0 7.331 * * Fixed Loss = 3 BOR 20.02 0.0343 0.0 10.000 0.343 Vel = 4.29 BOR 0.0 4.26 E 13.167 10.000 38.726 to 120.0 0.0 13.167 1.516 UGI 20.02 0.0001 0.0 23.167 0.003 Vet = 0.45 UGI 0.0 4.23 S 42.291 35.000 40.245 to 150.0 2G 7.689 88.425 -10.394 UG8 20.02 0.0001 T 38.446 123.425 0.012 Vet = 0.46 UG8 0.0 7.98 2F 27.183 53.580 29.863 to 150.0 0.0 27.182 10.394 UG2 20.02 0.0 0.0 80.762 0.001 Vet = 0.13 UG2 100.00 7.98 0.0 36.580 40.258 Qa = 100 to 150.0 0.0 0.0 0.0 UG3 120.02 0.0001 0.0 36.580 0.004 Vet = 0.77 UG3 0.0 7.98 5E 135.913 457.000 40.262 to 150.0 2F 27.183 169.135 0.0 UG4 120.02 0.0001 G 6.041 626.135 0.076 Vel = 0.77 Computer Programs by Hydratec Inc. Revision: 50.52.1 I- mat Ualculatlons - Hazen-VVilliams Sexton Fire Protection Page 6 Quarry Creek "Design Area #2" Date 2.5.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt PfIFt Eqv. Ln. Total Pf Fin UG4 0.0 7.98 0.0 86.660 40.338 to 150.0 0.0 0.0 0.0 UG5 120.02 0.0001 0.0 86.660 0.010 Vet = 0.77 UG5 0.0 7.98 2F 27.183 25.000 40.348 to 150.0 E 27.183 54.364 0.0 UG6 120.02 0.0001 0.0 79.364 0.010 Vet = 0.77 UG6 0.0 8.27 3E 85.404 10.000 40.358 to 140.0 Zim 0.0 85.404 12.371 * * Fixed Loss = 12.371 UG7 120.02 0.0001 0.0 95.404 0.011 Vet = 0.72 UG7 0.0 7.98 G 6.041 50.000 52.740 to 150.0 T 52.855 58.895 0.0 TEST 120.02 0.0001 0.0 108.895 0.014 Vel = 0.77 0.0 120.02 52.754 KFactor= 16.52 1 -6.48 0.874 3R 3.0 17.000 21.310 to 150.0 0.0 3.000 0.0 8 -6.48 -0.0260 0.0 20.000 -0.521 Vet = 3.47 8 20.02 0.874 R 1.0 9.250 20.789 to 150.0 0 3.0 4.000 0.0 9 13.54 0.1018 0.0 13.250 1.349 Vel = 7.24 9 0.0 0.874 R 1.0 4.500 22.138 to 150.0 0.0 1.000 0.0 9.5 13.54 0.1018 0.0 5.500 0.560 Vel = 7.24 9.5 -9.25 0.874 0 3.0 4.500 22.698 to 150.0 0.0 3.000 0.0 10 4.29 0.0121 0.0 7.500 0.091 Vel = 2.29 10 0.0 0.874 28R 28.0 125.250 22.789 to 150.0 0 3.0 31.000 0.0 11 4.29 0.0121 0.0 156.250 1.898 Vel = 2.29 11 0.0 0.874 0 3.0 3.500 24.687 to 150.0 0.0 3.000 0.0 5 4.29 0.0122 0.0 6.500 0.079 Vet = 2.29 0.0 4.29 24.766 K Factor= 0.86 9.5 9.25 0.874 0 3.0 10.500 22.698 to 150.0 0.0 3.000 4.548 13 9.25 0.0503 0.0 13.500 0.679 Vet = 4.95 13 -4.80 0.874 0 3.0 1.000 27.925 to 150.0 0.0 3.000 0.0 14 4.45 0.0130 0.0 4.000 0.052 Vel = 2.38 14 0.0 0.874 19R 19.0 131.660 27.977 to 150.0 0.0 19.000 -4.548 7 4.45 0.0130 0.0 150.660 1.961 Vet = 2.38 0.0 4.45 25.390 K Factor = 0.88 13 4.80 0.874 0 3.0 1.000 27.925 to 150.0 0.0 3.000 0.0 17 4.8 0.0150 0.0 4.000 0.060 Vel = 2.57 Computer Programs by Hydratec Inc. Revision: 50.52.1 Hnal ealculations - Hazen-Williams a Sexton Fire Protection Page 7 Quarry Creek Design Area #2" Date 2.5.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 17 0.0 0.874 19R 19.0 131.660 27.985 to 150.0 0 3.0 22.000 -4.548 16 4.8 0.0149 0.0 153.660 2.295 Vel = 2.57 16 0.0 0.874 R 1.0 2.083 25.732 to 120.0 0.0 1.000 4.548 7.5 4.8 0.0224 0.0 3.083 0.069 Vel = 2.57 0.0 4.80 30.349 K Factor = 0.87 200 20.02 0.874 R 1.0 12.660 17.292 K Factor@ node EQ=1 to 150.0 0 3.0 4.000 0.0 8 20.02 0.2099 0.0 16.660 3.497 Vel = 10.71 0.0 20.02 20.789 K Factor = 4.39 Computer Programs by Hydratec Inc. Revision: 50.52.1 IkTlw~Atll.~Mq - . - Fire Protection by Computer Design Sexton Fire Protection 12222 Woodside Ave., #132 Lakeside, Ca. 92040 619-454-6945 Job Name : Quarry Creek "Design Area #2" Building : #2 Location : 2965 Luiseno Way System : 2 Contract : 17.025 Data File : Bldg. 2 Design Area #2.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Sexton Fire Protection Page 1 Quarry Creek 'Design Area #2" Date 2.5.17 HYDRAULIC DESIGN INFORMATION SHEET Name - Quarry Creek Date - 2.5.17 Location - 2965 Luiseno Way Building - #2 System No. - 2 Contractor - Sexton Fire Protection Contract No. - 17.025 Calculated By - Sexton Fire Protection Drawing No. - 17.025 Construction: ( ) Combustible ( ) Non-Combustible Ceiling Height varies OCCUPANCY - Light Hazard Residence Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Number of Sprinklers Flowing: (X)l ( )2 ( )4 ( )3 )Otherwith a compartment )Specific Ruling Made by Date Listed Flow at Start Point - 20 Gpm Listed Pres. at Start Point - 16.7 Psi MAXIMUM LISTED SPACING 20 x 20 Domestic Flow Added - 0 Gpm Additional Flow Added - 100 Gpm Elevation at Highest Outlet - Feet Note: Calculation Gpm Required 120.02 Psi Required 52.56 At Test Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 7-18-16 Rated Cap. Cap. T Time of Test - n/a 8 Psi Elev. E Static (Psi) - 93.8 Elev. R Residual (Psi) - 83.7 Other Well Flow (Gpm) - 1508 Proof Flow Gpm S Elevation - -3 P Location: 8" public Main P L Source of Information: Water Study performed by SB&O Inc. Y Computer Programs by Hydratec Inc. Revision: 50.52.1 S Y S T E M D E S I G N System Type (X) Wet ( ) Dry Deluge ( ) PreAction Sprinkler or Nozzle Make Tyco Model LFII Size 1/2" K-Factor 4.9 Temperature Rating Water Supply Curve C Sexton Fire Protection Page 2 Quarry Creek "Design Area #2" Date 2.5.17 City Water Supply: Demand: Cl - Static Fressure : 83.7 Dl - Elevation : 10.394 C2 - Residual Pressure: 75.3 D2 - System Flow : 20.024 C2 - Residual Flow : 1508 D2 - System Pressure : 52.562 Hose ( Demand) :100 D3 - System Demand :120.024 Safety Margin : 31.061 150 140 130 p120 R° E10° 590 : S 80 ________ e2 U70 R6° D2 E5° 40D- 30 20 10 bT S.I I I 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N A 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary Sexton Fire Protection Page 3 Quarry Creek "Design Area #2" Date 2.5.17 Fitting Legend Abbrev. Name 1/2 3/4 1 11/4 1Y2 2 21/2 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R * CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 1390, Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zim Wilkins 375ADA Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 I-'ressure I Flow Summary - S IANL)AI-<U Sexton Fire Protection Page 4 Quarry Creek "Design Area #2" Date 2.5.17 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. DRP1 21.0 4.9 16.7 na 20.02 0.05 400 16.7 EQ=1 20.5 17.29 na 1 21.0 21.29 na 2 21.0 21.47 na 3 21.0 21.52 na 4 21.0 25.36 na 5 21.0 25.53 na 6 21.0 25.81 na 7 10.5 30.69 na TOR 10.5 30.86 na BOR 0.5 38.53 na UG1 -3.0 40.05 na UG2 -3.0 40.07 na 100.0 UG3 -3.0 40.07 na UG4 -3.0 40.15 na UGS -3.0 40.16 na UG6 -3.0 40.17 na UG7 -3.0 52.55 na TEST -3.0 52.56 na 8 21.0 20.79 na 9 21.0 22.16 na 9.5 21.0 22.74 na 10 21.0 22.84 na 11 21.0 25.41 na 13 10.5 27.95 na 14 10.5 28.01 na 15 10.5 30.6 na 16 10.5 30.66 na 17 10.5 28.01 na 200 21.0 K = K @ EQ=1 17.29 na 20.02 The maximum velocity is 10.71 and it occurs in the pipe between nodes 200 and 8 Computer Programs by Hydratec Inc. Revision: 50.52.1 1-inal Ualculations - Hazen-VVilllams Sexton Fire Protection Page 5 Quarry Creek "Design Area #2" Date 2.5.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn DRPI 20.02 1.101 0 5.0 0.500 16.700 K Factor =4.90 to 150.0 0.0 5.000 0.217 EQ=1 20.02 0.0682 0.0 5.500 0.375 Vel = 6.75 0.0 20.02 17.292 KFactor= 4.81 1 6.36 0.874 R 1.0 6.250 21.292 to 150.0 0.0 1.000 0.0 2 6.36 0.0251 0.0 7.250 0.182 Vel = 3.40 2 0.0 0.874 0.0 2.000 21.474 to 150.0 0.0 0.0 0.0 3 6.36 0.0250 0.0 2.000 0.050 Vel = 3.40 3 0.0 0.874 21R 21.0 128.830 21.524 to 150.0 0 3.0 24.000 0.0 4 6.36 0.0251 0.0 152.830 3.841 Vel = 3.40 4 0.0 0.874 0 3.0 3.500 25.365 to 150.0 0.0 3.000 0.0 5 6.36 0.0251 0.0 6.500 0.163 Vel = 3.40 5 4.50 1.101 N 7.0 5.660 25.528 to 150.0 0.0 7.000 0.0 6 10.86 0.0220 0.0 12.660 0.278 Vel = 3.66 6 0.0 1.101 0 5.0 10.500 25.806 to 150.0 0.0 5.000 4.548 7 10.86 0.0220 0.0 15.500 0.341 Vel = 3.66 7 9.16 1.38 E 3.0 1.750 30.695 to 120.0 0.0 3.000 0.0 TOR 20.02 0.0343 0.0 4.750 0.163 Vel = 4.29 TOR 0.0 1.38 Fsp 0.0 10.000 30.858 to 120.0 0.0 0.0 7.331 * * Fixed Loss = 3 BOR 20.02 0.0343 0.0 10.000 0.343 Vel = 4.29 BOR 0.0 4.26 F 13.167 10.000 38.532 to 120.0 0.0 13.167 1.516 UG1 20.02 0.0001 0.0 23.167 0.003 Vel = 0.45 UG1 0.0 4.23 S 42.291 65.000 40.051 to 150.0 2G 7.689 88.425 0.0 UG2 20.02 0.0001 T 38.446 153.425 0.015 Vel = 0.46 UG2 100.00 7.98 0.0 36.580 40.066 Qa = 100 to 150.0 0.0 0.0 0.0 UG3 120.02 0.0001 0.0 36.580 0.004 Vel = 0.77 UG3 0.0 7.98 5E 135.913 457.000 40.070 to 150.0 2F 27.183 169.135 0.0 UG4 120.02 0.0001 G 6.041 626.135 0.076 Vel = 0.77 UG4 0.0 7.98 0.0 86.660 40.146 to 150.0 0.0 0.0 0.0 UG5 120.02 0.0001 0.0 86.660 0.010 Vel = 0.77 UG5 0.0 7.98 2F 27.183 25.000 40.156 to 150.0 E 27.183 54.364 0.0 UG6 120.02 0.0001 0.0 79.364 0.010 Vel = 0.77 Computer Programs by Hydratec Inc. Revision: 50.52.1 I-mat Uatcutations - Hazen-Williams Sexton Fire Protection Page 6 Quarry Creek "Design Area #2' Date 2.5.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn UG6 0.0 8.27 3E 85.404 10.000 40.166 to 140.0 Zim 0.0 85.404 12.371 * * Fixed Loss = 12.371 UG7 120.02 0.0001 0.0 95.404 0.011 Vel = 0.72 UG7 0.0 7.98 G 6.041 50.000 52.548 to 150.0 T 52.855 58.895 0.0 TEST 120.02 0.0001 0.0 108.895 0.014 Vet = 0.77 0.0 120.02 52.562 K Factor= 16.55 1 -6.36 0.874 3R 3.0 17.000 21.292 to 150.0 0.0 3.000 0.0 8 -6.36 -0.0252 0.0 20.000 -0.503 Vet = 3.40 8 20.03 0.874 R 1.0 9.250 20.789 to 150.0 0 3.0 4.000 0.0 9 13.67 0.1035 0.0 13.250 1.372 Vet = 7.31 9 0.0 0.874 R 1.0 4.580 22.161 to 150.0 0.0 1.000 0.0 9.5 13.67 0.1036 0.0 5.580 0.578 Vel = 7.31 9.5 -9.17 0.874 0 3.0 4.580 22.739 to 150.0 0.0 3.000 0.0 10 4.5 0.0133 0.0 7.580 0.101 Vel = 2.41 10 0.0 0.874 28R 28.0 163.160 22.840 to 150.0 0 3.0 31.000 0.0 11 4.5 0.0133 0.0 194.160 2.574 Vel = 2.41 11 0.0 0.874 0 3.0 5.580 25.414 to 150.0 0.0 3.000 0.0 5 4.5 0.0133 0.0 8.580 0.114 Vet = 2.41 0.0 4.50 25.528 K Factor= 0.89 9.5 9.17 0.874 0 3.0 10.500 22.739 to 150.0 0.0 3.000 4.548 13 9.17 0.0495 0.0 13.500 0.668 Vel = 4.90 13 -4.65 0.874 0 3.0 1.000 27.955 to 150.0 0.0 3.000 0.0 14 4.52 0.0132 0.0 4.000 0.053 Vel = 2.42 14 0.0 0.874 19R 19.0 167.830 28.008 to 150.0 N 7.0 26.000 0.0 15 4.52 0.0134 0.0 193.830 2.588 Vel = 2.42 15 0.0 0.874 0 3.0 2.000 30.596 to 150.0 0.0 3.000 0.0 16 4.52 0.0132 0.0 5.000 0.066 Vet = 2.42 16 4.65 1.101 R 1.0 1.000 30.662 to 150.0 0.0 1.000 0.0 7 9.17 0.0165 0.0 2.000 0.033 Vet = 3.09 0.0 9.17 30.695 K Factor = 1.66 13 4.65 0.874 0 3.0 1.160 27.955 to 150.0 0.0 3.000 0.0 17 4.65 0.0139 0.0 4.160 0.058 Vel = 2.49 Computer Programs by Hydratec Inc. Revision: 50.52.1 1-inalUalculations - Hazen-Williams Sexton Fire Protection Page 7 Quarry Creek 'Design Area #2" Date 2.5.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 17 0.0 0.874 20R 20.0 167.830 28.013 to 150.0 0.0 20.000 0.0 16 4.65 0.0141 0.0 187.830 2.649 Vet = 2.49 0.0 4.65 30.662 K Factor = 0.84 200 20.02 0.874 R 1.0 12.660 17.292 K Factor@ node EQ=1 to 150.0 0 3.0 4.000 0.0 8 20.02 0.2099 0.0 16.660 3.497 Vet = 10.71 0.0 20.02 20.789 K Factor = 4.39 Computer Programs by Hydratec Inc. Revision: 50.52.1 - - Fire Protection by Computer Design Sexton Fire Protection 12222 Woodside Ave., #132 Lakeside, Ca. 92040 619-454-6945 Job Name : Quarry Creek "Design Area #2" Building : #3 Location : 2965 Luiseno Way System : 2 Contract : 17.025 Data File : Bldg. 3 Design Area #2.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Sexton Fire Protection Page 1 Quarry Creek "Design Area #2" Date 2.5.17 HYDRAULIC DESIGN INFORMATION SHEET Name - Quarry Creek Date - 2.5.17 Location - 2965 Luiseno Way Building - 43 System No. - 2 Contractor - Sexton Fire Protection Contract No. - 17.025 Calculated By - Sexton Fire Protection Drawing No. - 17.025 Construction: ( ) Combustible ( ) Non-Combustible Ceiling Height varies OCCUPANCY - Light Hazard Residence S Type of Calculation: (x)NFPA 13 Residential ( )NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( )l ( )2 (x)4 S )Other T )Specific Ruling Made by Date B M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 Deluge ( ) PreAction B Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - 100 Gpm Make Tyco Model LFII I Elevation at Highest Outlet - 31 Feet Size 1/2" K-Factor 4.9 G Note: Temperature Rating N Calculation Gpm Required 180.59 Psi Required 71.91 At Test Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 7-18-16 Rated Cap. Cap. T Time of Test - n/a 8 Psi Elev. E Static (Psi) - 93.8 Elev. R Residual (Psi) - 83.7 Other Well Flow (Gpm) - 1508 Proof Flow Gpm S Elevation - -3 P Location: 8" public Main P L Source of Information: Water Study performed by SB&O Inc. Y Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C Sexton Fire Protection Page 2 Quarry Creek "Design Area #2" Date 2.5.17 City Water Supply: Demand: Cl - Static Pressure : 83.7 Dl - Elevation : 14.942 C2 - Residual Pressure: 75.3 D2 - System Flow : 80.596 C2 - Residual Flow : 1508 D2 - System Pressure : 60.085 Hose ( Demand ) :100 D3 - System Demand :180.596 Safety Margin : 23.449 150 140 130 p120 R11° E10° 90 CT 80 - e2. 70 D2 60R t E 50 E I 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N A 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary Sexton Fire Protection Page 3 Quarry Creek "Design Area #2" Date 2.5.17 Fitting Legend Abbrev. Name 1/2 3/4 1 1Y4 134 2 2% 3 3Y2 4 5 6 -- 8 10 12 14 16 18 20 24 E NFPA 139O'StandardElbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVC Tee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R * CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 I NFPA 1390' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zim Wilkins 375ADA Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 Iressure / t- low Summary - S IANLJAI-'(D Sexton Fire Protection Page 4 Quarry Creek 'Design Area #2" Date 2.5.17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. DRP1 31.5 4.9 16.66 na 20.0 0.1 200 7.0 EQ=1 33.0 16.45 na DRP2 31.5 4.9 16.66 na 20.0 0.1 200 7.0 EQ=2 33.0 16.45 na 1 31.5 18.49 na 2 31.5 18.49 na 3 31.5 18.68 na 4 31.5 19.01 na 5 31.5 19.39 na 6 31.5 20.21 na 7 31.5 23.27 na 8 21.0 28.37 na 9 10.5 33.92 na 10 10.5 34.99 na TOR 10.5 38.04 na BOR 0.5 46.0 na UG1 -3.0 47.56 na UG4 -3.0 47.72 na 100.0 UG5 -3.0 47.74 na UG6 -3.0 47.76 na UG7 -3.0 60.06 na TEST -3.0 60.09 na 200 31.5 K = K @ EQ=1 16.55 na 20.06 201 31.5 K = K @ EQ=2 16.95 na 20.3 202 31.5 K = K @ EQ=1 16.45 na 20.0 203 31.5 K=K@E02 16.85 na 20.24 The maximum velocity is 13.6 and it occurs in the pipe between nodes 201 and 2 Computer Programs by Hydratec Inc. Revision: 50.52.1 F- inal ualculatlons - Hazen-VVilliams Sexton Fire Protection Page 5 Quarry Creek "Design Area #2" Date 2.5.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn DRP1 20.00 1.101 0 5.0 1.500 16.660 K Factor =4.90 to 150.0 0.0 5.000 -0.650 EQ=1 20.0 0.0680 0.0 6.500 0.442 Vel = 614 0.0 20.00 16.452 K Factor = 4.93 DRP2 20.00 1.101 0 5.0 1.500 16.660 K Factor =4.90 to 150.0 0.0 5.000 -0.650 EQ=2 20.0 0.0680 0.0 6.500 0.442 Vel = 6.74 0.0 20.00 16.452 K Factor= 4.93 1 0.0 2.003 R 1.0 3.000 18.486 to 150.0 0.0 1.000 0.0 2 0.0 0.0 0.0 4.000 0.0 Vel = 0 2 80.60 2.003 R 1.0 2.910 18.486 to 150.0 0.0 1.000 0.0 3 80.6 0.0486 0.0 3.910 0.190 Vel = 8.21 3 0.0 2.003 R 1.0 5.910 18.676 to 150.0 0.0 1.000 0.0 4 80.6 0.0486 0.0 6.910 0.336 Vel = 8.21 4 0.0 2.003 2R 2.0 5.830 19.012 to 150.0 0.0 2.000 0.0 5 80.6 0.0487 0.0 7.830 0.381 Vel = 8.21 5 0.0 2.003 3R 3.0 13.750 19.393 to 150.0 0.0 3.000 0.0 6 80.6 0.0486 0.0 16.750 0.814 Vel = 8.21 6 0.0 2.003 8R 8.0 33.910 20.207 to 150.0 0 10.0 29.000 0.0 7 80.6 0.0486 N 11.0 62.910 3.059 Vel= 8.21 7 0.0 2.003 R 1.0 10.500 23.266 to 150.0 0.0 1.000 4.548 8 80.6 0.0486 0.0 11.500 0.559 Vel = 8.21 8 0.0 2.003 0 10.0 10.500 28.373 to 150.0 0.0 10.000 4.548 9 80.6 0.0486 0.0 20.500 0.997 Vel = 8.21 9 0.0 2.003 R 1.0 11.000 33.918 to 150.0 0 10.0 11.000 0.0 10 80.6 0.0486 0.0 22.000 1.069 Vel = 8.21 10 0.0 2.003 20 20.0 9.750 34.987 to 150.0 3N 33.0 53.000 0.0 TOR 80.6 0.0486 0.0 62.750 3.051 Vel = 8.21 TOR 0.0 2.067 Fsp 0.0 10.000 38.038 to 120.0 0.0 0.0 7.331 * * Fixed Loss = 3 BOR 80.6 0.0631 0.0 10.000 0.631 Vel = 7.71 BOR 0.0 4.26 E 13.167 10.000 46.000 to 120.0 00 13.167 1.516 UGI 80.6 0.0019 0.0 23.167 0.043 Vel = 1.81 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final ealculations - Hazen-Williams Sexton Fire Protection Page 6 Quarry Creek "Design Area #2" Date 2.5.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11C..or Ftngs Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn UG1 0.0 4.23 S 42.291 35.000 47.559 to 150.0 2G 7.689 88.425 0.0 UG4 80.6 0.0013 T 38.446 123.425 0.157 Vet = 1.84 UG4 100.00 7.98 0.0 86.660 47.716 Qa = 100 to 150.0 0.0 0.0 0.0 UGS 180.6 0.0003 0.0 86.660 0.023 Vet = 1.16 UGS 0.0 7.98 2F 27.183 25.000 47.739 to 150.0 E 27.183 54.364 0.0 UG6 180.6 0.0003 0.0 79.364 0.020 Vet = 1.16 UG6 0.0 8.27 3E 85.404 10.000 47.759 to 140.0 Zim 0.0 85.404 12.275 * * Fixed Loss = 12.275 UG7 180.6 0.0002 0.0 95.404 0.023 Vet = 1.08 UG7 0.0 7.98 G 6.041 50.000 60.057 to 150.0 T 52.855 58.895 0.0 TEST 180.6 0.0003 0.0 108.895 0.028 Vet = 1.16 0.0 180.60 60.085 K Factor = 23.30 200 20.06 1.101 0.0 5.910 16.546 K Factor@ node EQ=1 to 150.0 0.0 0.0 0.0 201 20.06 0.0684 0.0 5.910 0.404 Vet = 6.76 201 20.30 1.101 0 5.0 1.160 16.950 K Factor@ node EQ=2 to 150.0 0.0 5.000 0.0 2 40.36 0.2494 0.0 6.160 1.536 Vet = 13.60 0.0 40.36 18.486 K Factor = 9.39 202 20.00 1.101 0.0 5.830 16.452 K Factor@ node EQ=1 to 150.0 0.0 0.0 0.0 203 20.0 0.0681 0.0 5.830 0.397 Vet = 6.74 203 20.24 1.101 0 5.0 1.600 16.849 K Factor@ node EQ=2 to 150.0 0.0 5.000 0.0 2 40.24 0.2480 0.0 6.600 1.637 Vet = 13.56 0.0 40.24 18.486 K Factor= 9.36 Computer Programs by Hydratec Inc. Revision: 50.52.1 F I .~W.L.M.w - - Fire Protection by Computer Design Sexton Fire Protection 12222 Woodside Ave., #132 Lakeside, Ca. 92040 619-454-6945 Job Name : Quarry Creek "Design Area #2" Building #4 Location : 2965 Luiseno Way System : 2 Contract : 17.025 Data File : Bldg. 4 Design Area #2.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Sexton Fire Protection Page Quarry Creek Design Area #2" Date 2.5.17 HYDRAULIC DESIGN INFORMATION SHEET Name - Quarry Creek Date - 2.5.17 Location - 2965 Luiseno Way Building - #4 System No. - 2 Contractor - Sexton Fire Protection Contract No. - 17.025 Calculated By - Sexton Fire Protection Drawing No. - 17.025 Construction: ( ) Combustible ( ) Non-Combustible Ceiling Height varies OCCUPANCY - Light Hazard Residence Type of Calculation: (x)NFPA 13 Residential ( )NFPA 13R ( )NFPA 13D Number of Sprinklers Flowing: ( )l ( )2 (x)4 )Other )Specific Ruling Made by Date Listed Flow at Start Point - 13 Listed Pres. at Start Point - 7 MAXIMUM LISTED SPACING 16 x 16 Domestic Flow Added - 0 Additional Flow Added - 100 Elevation at Highest Outlet - 31 Note: Gpm System Type Psi (X) Wet ( ) Dry Deluge ( ) PreAction Gpm Sprinkler or Nozzle Gpm Make Tyco Model LFII Feet Size 1/2" K-Factor =EQ=l Temperature Rating S Y S T E N D E S I U N Calculation Gpm Required 180.59 Psi Required 78.55 At Test Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 7-18-16 Rated Cap. Cap. T Time of Test - n/a @ Psi Elev. B Static (Psi) - 83.7 Elev. R Residual (Psi) - 75.3 Other Well Flow (Gpm) - 1508 Proof Flow Gpm S Elevation - -3 P Location: 8" public Main P L Source of Information: Water Study performed by SB&O Inc. Y Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C Sexton Fire Protection Page 2 Quarry Creek "Design Area #2" Date 2.5.17 City Water Supply: Demand: Cl - Static Pressure : 83.7 Dl - Elevation : 14.942 C2 - Residual Pressure: 75.3 D2 - System Flow : 80.596 C2 - Residual Flow : 1508 D2 - System Pressure : 61.970 Hose ( Demand) :100 D3 - System Demand :180.596 Safety Margin : 21.564 150 140 130 p120 R 11 E10° S 90 S 80 e2 u 70 I R6° E 50 40 30 20 D.t. 10 L.I I I I 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N " 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary Sexton Fire Protection Page 3 Quarry Creek "Design Area #2" Date 2.5.17 Filling Legend Abbrev. Name 1/2 3/4 1 11/4 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Filling generates a Fixed Loss Based on Flow G NFPA 13Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 N * CPVC 90Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouplingTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 1390' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zim Wilkins 375ADA Filling generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 l-ressure I F- low 5ummary - 3 IANDAI-<L) Sexton Fire Protection Page 4 Quarry Creek "Design Area #2" Date 2.5.17 Node No. Elevation K-Fact Pt Actual Pn Flow Density Actual Area Press Req. DRP1 31.5 4.9 16.66 na 20.0 0.1 200 7.0 EQ=1 33.0 16.45 na DRP2 31.5 4.9 16.66 na 20.0 0.1 200 7.0 EQ=2 33.0 16.45 na 1 31.5 18.49 na 2 31.5 18.49 na 3 31.5 18.66 na 4 31.5 19.0 na 5 31.5 19.38 na 6 31.5 20.19 na 7 31.5 23.25 na 8 21.0 28.79 na 9 21.0 29.31 na 10 21.0 30.11 na 11 21.0 30.45 na 12 21.0 30.79 na 13 21.0 31.12 na 14 21.0 31.46 na 15 21.0 32.03 na 16 10.5 37.58 na TOR 10.5 39.89 na BOR 0.5 47.85 na UG1 -3.0 49.41 na UG3 -3.0 49.57 na UG4 -3.0 49.6 na 100.0 UG5 -3.0 49.62 na UG6 -3.0 49.64 na UG7 -3.0 61.94 na TEST -3.0 61.97 na 200 31.5 K= K @ EQ=1 16.55 na 20.06 201 31.5 K = K @ EQ=2 16.95 na 20.3 202 31.5 K = K @ EQ=1 16.45 na 20.0 203 31.5 K=K@EQ=2 16.85 na 20.24 The maximum velocity is 13.6 and it occurs in the pipe between nodes 201 and 2 Computer Programs by Hydratec Inc. Revision: 50.52.1 Hnal (alculatIons - Hazen-Williams Sexton Fire Protection Page 5 Quarry Creek "Design Area #2" Date 2.5.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn DRP1 20.00 1.101 0 5.0 1.500 16.660 K Factor =4.90 to 150.0 0.0 5.000 -0.650 EQ=1 20.0 0.0680 0.0 6.500 0.442 Vet = 6.74 0.0 20.00 16.452 K Factor= 4.93 DRP2 20.00 1.101 0 5.0 1.500 16.660 K Factor =4.90 to 150.0 0.0 5.000 -0.650 EQ=2 20.0 0.0680 0.0 6.500 0.442 Vet = 6.74 0.0 20.00 16.452 K Factor = 4.93 1 0.0 2.003 R 1.0 3.250 18.486 to 150.0 0.0 1.000 0.0 2 0.0 0.0 0.0 4.250 0.0 Vet = 0 2 80.60 2.003 R 1.0 2.660 18.486 to 150.0 0.0 1.000 0.0 3 80.6 0.0486 0.0 3.660 0.178 Vet = 8.21 3 0.0 2.003 R 1.0 5.910 18.664 to 150.0 0.0 1.000 0.0 4 80.6 0.0486 0.0 6.910 0.336 Vet = 8.21 4 0.0 2.003 2R 2.0 5.910 19.000 to 150.0 0.0 2.000 0.0 5 80.6 0.0485 0.0 7.910 0.384 Vet = 8.21 5 0.0 2.003 3R 3.0 13.660 19.384 to 150.0 0.0 3.000 0.0 6 80.6 0.0487 0.0 16.660 0.811 Vet = 8.21 6 0.0 2.003 8R 8.0 33.830 20.195 to 150.0 0 10.0 29.000 0.0 7 80.6 0.0486 N 11.0 62.830 3.055 Vet = 8.21 7 0.0 2.003 0 10.0 10.500 23.250 to 150.0 0.0 10.000 4.548 8 80.6 0.0486 0.0 20.500 0.996 Vet = 8.21 8 0.0 2.003 0 10.0 0.660 28.794 to 150.0 0.0 10.000 0.0 9 80.6 0.0486 0.0 10.660 0.518 Vet = 8.21 9 0.0 2.003 2R 2.0 14.500 29.312 to 150.0 0.0 2.000 0.0 10 80.6 0.0487 0.0 16.500 0.803 Vet = 8.21 10 0.0 2.003 2R 2.0 4.910 30.115 to 150.0 0.0 2.000 0.0 11 80.6 0.0486 0.0 6.910 0.336 Vet = 8.21 11 0.0 2.003 2R 2.0 4.910 30.451 to 150.0 0.0 2.000 0.0 12 80.6 0.0486 0.0 6.910 0.336 Vet = 8.21 12 0.0 2.003 2R 2.0 4.910 30.787 to 150.0 0.0 2.000 0.0 13 80.6 0.0486 0.0 6.910 0.336 Vet = 8.21 Computer Programs by Hydratec Inc. Revision: 50.52.1 Hnal (.alculations - Hazen-Williams Sexton Fire Protection Page 6 Quarry Creek 'Design Area #2" Date 2.5.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn 13 0.0 2.003 2R 2.0 4.910 31.123 to 150.0 0.0 2.000 0.0 14 80.6 0.0486 0.0 6.910 0.336 Vel = 8.21 14 0.0 2.003 N 11.0 0.830 31.459 to 150.0 0.0 11.000 0.0 15 80.6 0.0486 0.0 11.830 0.575 Vel = 8.21 15 0.0 2.003 0 10.0 10.500 32.034 to 150.0 0.0 10.000 4.548 16 80.6 0.0486 0.0 20.500 0.996 Vel = 8.21 16 0.0 2.003 3R 3.0 17.000 37.578 to 150.0 0 10.0 30.482 0.0 TOR 80.6 0.0486 N 11.0 47.482 2.309 Vel = 8.21 E 6.482 TOR 0.0 2.067 Fsp 0.0 10.000 39.887 to 120.0 0.0 0.0 7.331 * * Fixed Loss = 3 BOR 80.6 0.0631 0.0 10.000 0.631 Vel = 7.71 BOR 0.0 4.26 E 13.167 10.000 47.849 to 120.0 0.0 13.167 1.516 UGI 80.6 0.0019 0.0 23.167 0.043 Vel = 1.81 UG1 0.0 4.23 S 42.291 35.000 49.408 to 150.0 2G 7.689 88.425 0.0 UG3 80.6 0.0013 T 38.446 123.425 0.157 Vel = 1.84 UG3 0.0 7.98 5E 135.913 456.080 49.565 to 150.0 G 6.041 169.135 0.0 UG4 80.6 0.0001 2F 27.183 625.215 0.037 Vel = 0.52 UG4 100.00 7.98 0.0 86.660 49.602 Qa = 100 to 150.0 0.0 0.0 0.0 UGS 180.6 0.0003 0.0 86.660 0.022 Vel = 1.16 UG5 0.0 7.98 2F 27.183 25.000 49.624 to 150.0 E 27.183 54.364 0.0 UG6 180.6 0.0003 0.0 79.364 0.020 Vel = 1.16 UG6 0.0 8.27 3E 85.404 10.000 49.644 to 140.0 Zim 0.0 85.404 12.275 * * Fixed Loss = 12.275 UG7 180.6 0.0002 0.0 95.404 0.023 Vel = 1.08 UG7 0.0 7.98 G 6.041 50.000 61.942 to 150.0 T 52.855 58.895 0.0 TEST 180.6 0.0003 0.0 108.895 0.028 Vel = 1.16 0.0 180.60 61.970 KFactor= 22.94 200 20.06 1.101 0.0 5.910 16.546 K Factor@ node EQ=1 to 150.0 0.0 0.0 0.0 201 20.06 0.0684 0.0 5.910 0.404 Vel = 6.76 201 20.30 1.101 0 5.0 1.160 16.950 K Factor @ node EQ=2 to 150.0 0.0 5.000 0.0 2 40.36 0.2494 0.0 6.160 1.536 Vel = 13.60 0.0 Computer Programs by Hydratec Inc. Revision: 50.52.1 tinal (aIcuIations - Hazen-VVilliams Sexton Fire Protection Page 7 Quarry Creek "Design Area #2" Date 2.5.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 40.36 18.486 K Factor= 9.39 202 20.00 1.101 0.0 5.830 16.452 K Factor@ node EQ=1 to 150.0 0.0 0.0 0.0 203 20.0 0.0681 0.0 5.830 0.397 Vel = 6.74 203 20.24 1.101 0 5.0 1.600 16.849 K Factor@ node EQ=2 to 150.0 0.0 5.000 0.0 2 40.24 0.2480 0.0 6.600 1.637 Vel = 13.56 0.0 40.24 18.486 K Factor= 9.36 Computer Programs by Hydratec Inc. Revision: 50.52.1 - - - Fire Protection by Computer Design Sexton Fire Protection 12222 Woodside Ave., #132 Lakeside, Ca. 92040 619-454-6945 Job Name Quarry Creek "Design Area #2" Building Community Bldg. Location : 2965 Luiseno Way System 2 Contract : 17.025 Data File : Bldg. 5 Design Area #2.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Sexton Fire Protection Page 1 Quarry Creek "Design Area #2" Date 2.5.17 HYDRAULIC CALCULATIONS for Project name: Quarry Creek "Design Area #2" Location: 2965 Luiseno Way Drawing no: Community Bldg. Date: 2.5.17 Design Remote area number: 2 Remote area location: Lounge Room Occupancy classification: Light Hazard Density: .10 - Gpm/SqFt Area of application: 911 - SqFt Coverage per sprinkler: 200 - SqFt Type of sprinklers calculated: OR Pendent 5.6K No. of sprinklers calculated: 8 In-rack demand: n/a - GPM Hose streams: 100 -GPM Total water required (including hose streams): 281.004 -GPM @ 75.8529 -Psi Type of system: Wet Loop Volume of dry orpreaction system: n/a - Gal Water supply information Date: 7-18-16 Location: On-Site Source: Water Study Performed by SB&O Inc. Name of contractor: Sexton Fire Protection Address: 12222 Woodside Ave., #132/ Lakeside, Ca. 92040/ Phone number: 619-454-6945 Name of designer: SFP Authority having jurisdiction: Carlsbad FD Notes: (Include peaking information or gridded systems here.) None Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C Sexton Fire Protection Page 2 Quarry Creek "Design Area #2" Date 2.5.17 City Water Supply: Demand: Cl - Static Pressure : 83.7 Dl - Elevation : 5.847 C2 - Residual Pressure: 75.3 D2 - System Flow :181.004 C2 - Residual Flow : 1508 D2 - System Pressure : 75.853 Hose ( Demand) :100 D3 - System Demand : 281.004 Safety Margin : 7.472 150 140 130 p120 R11° E10° S 90 S 80 - - ------ C2 -e----------_ u70 11f3 1 R6° E5° 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N A 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary Sexton Fire Protection Page 3 Quarry Creek "Design Area #2" Date 2.5.17 Fitting Legend Abbrev. Name 1/2 1114 1½ 2 2'/2 3 3½ 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 1345Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow C NFPA 13Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 ü 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 1390' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zim Wilkins 375ADA Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 F'ressure I Flow Summary - S IANUAl-<L) Sexton Fire Protection Page 4 Quarry Creek "Design Area #2" Date 2.5.17 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. DRP1 10.5 5.6 12.76 na 20.0 0.1 200 7.0 EQ=1 10.0 13.58 na 200 10.5 K= K @ EQ=1 14.03 na 20.33 19 10.5 14.19 na 3 10.5 14.25 na 4 10.5 K = K @ EQ=1 14.76 na 20.85 5 10.5 15.78 na 6 10.5 17.03 na 7 10.5 21.48 na 8 10.5 23.29 na 9 10.5 32.5 na 10 10.5 48.55 na 11 10.5 49.01 na TOR 10.5 50.56 na BOR 0.5 60.7 na UG1 -3.0 62.41 na UG8 10.5 57.27 na UG2 -3.0 63.14 na 100.0 UG3 -3.0 63.16 na UG4 -3.0 63.52 na UGS -3.0 63.57 na UG6 -3.0 63.62 na UG7 -3.0 75.79 na TEST -3.0 75.85 na 12 10.5 21.98 na 13 10.5 23.43 na 14 10.5 29.36 na 15 10.5 44.79 na 16 10.5 K = K @ EQ=1 23.29 na 26.19 201 10.5 K = K @ EQ=1 13.58 na 20.0 202 10.5 K= K @ EQ=1 16.54 na 22.07 203 10.5 K= K @ EQ=1 17.3 na 22.57 204 10.5 K= K @ EQ=1 19.41 na 23.91 205 10.5 K= K @ EQ=1 21.37 na 25.09 The maximum velocity is 17.86 and it occurs in the pipe between nodes 13 and 14 Computer Programs by Hydratec Inc. Revision: 50.52.1 i-inai ualculatlons - Hazen-Williams Sexton Fire Protection Page 5 Quarry Creek 'Design Area #2" Date 2.5.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn DRP1 20.00 1.101 0 5.0 4.000 12.755 K Factor =5.60 to 150.0 0.0 5.000 0.217 EQ=1 20.0 0.0680 0.0 9.000 0.612 Vel = 6.74 0.0 20.00 13.584 K Factor = 5.43 200 20.33 1.101 0.0 2.160 14.035 K Factor@ node EQ=1 to 150.0 0.0 0.0 0.0 19 20.33 0.0699 0.0 2.160 0.151 Vel = 6.85 19 0.0 1.394 R 1.0 1.750 14.186 to 150.0 0.0 1.000 0.0 3 20.33 0.0222 0.0 2.750 0.061 Vel = 4.27 3 20.00 1.394 R 1.0 5.500 14.247 to 150.0 0.0 1.000 0.0 4 40.33 0.0789 0.0 6.500 0.513 Vel = 8.48 4 20.85 1.394 R 1.0 5.000 14.760 K Factor@ node EQ=1 to 150.0 0.0 1.000 0.0 5 61.18 0.1707 0.0 6.000 1.024 Vel= 12.86 5 0.0 1.394 0 6.0 1.330 15.784 to 150.0 0.0 6.000 0.0 6 61.18 0.1707 0.0 7.330 1.251 Vel = 12.86 6 22.07 1.394 N 8.0 6.750 17.035 to 150.0 0.0 8.000 0.0 7 83.25 0.3016 0.0 14.750 4.449 Vel = 17.50 7 -34.11 1.394 3R 3.0 12.910 21.484 to 150.0 0.0 3.000 0.0 8 49.14 0.1138 0.0 15.910 1.810 Vel = 10.33 8 46.90 1.598 4R 4.0 24.580 23.294 to 150.0 N 9.0 21.000 0.0 9 96.04 0.2021 0 8.0 45.580 9.210 Vel = 15.36 9 0.0 1.598 4R 4.0 59.416 32.504 to 150.0 20 16.0 20.000 0.0 10 96.04 0.2021 0.0 79.416 16.048 Vel = 15.36 10 0.0 1.598 R 1.0 1.250 48.552 to 150.0 0.0 1.000 0.0 11 96.04 0.2022 0.0 2.250 0.455 Vel = 15.36 11 84.96 2.067 E 5.0 0.500 49.007 to 120.0 0.0 5.000 0.0 TOR 181.0 0.2816 0.0 5.500 1.549 Vel = 17.31 TOR 0.0 2.067 Fsp 0.0 10.000 50.556 to 120.0 0.0 0.0 7.331 * * Fixed Loss = 3 BOR 181.0 0.2816 0.0 10.000 2.816 Vel = 17.31 BOR 0.0 4.26 E 13.167 10.000 60.703 to 120.0 0.0 13.167 1.516 UGI 181.0 0.0083 0.0 23.167 0.192 Vel = 4.07 UGI 0.0 4.23 S 42.291 35.000 62.411 to 150.0 2G 7.689 88.425 -5.847 UG8 181.0 0.0057 T 38.446 123.425 0.704 Vel = 4.13 Computer Programs by Hydratec Inc. Revision: 50.52.1 t-inal Ualculations - Hazen-Williams Sexton Fire Protection Page 6 Quarry Creek "Design Area #2" Date 2.5.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn UG8 0.0 7.98 2F 27.183 53.580 57.268 to 150.0 0.0 27.182 5.847 UG2 181.0 0.0003 0.0 80.762 0.021 Vet = 1.16 UG2 100.00 7.98 0.0 36.580 63.136 Qa = 100 to 150.0 0.0 0.0 0.0 UG3 281.0 0.0006 0.0 36.580 0.021 Vet = 1.80 UG3 0.0 7.98 5E 135.913 457.000 63.157 to 150.0 2F 27.183 169.135 0.0 UG4 281.0 0.0006 G 6.041 626.135 0.366 Vet = 1.80 UG4 0.0 7.98 0.0 86.660 63.523 to 150.0 0.0 0.0 0.0 UG5 281.0 0.0006 0.0 86.660 0.051 Vet = 1.80 UG5 0.0 7.98 2F 27.183 25.000 63.574 to 150.0 E 27.183 54.364 0.0 UG6 281.0 0.0006 0.0 79.364 0.046 Vet = 1.80 UG6 0.0 8.27 3E 85.404 10.000 63.620 to 140.0 Zim 0.0 85.404 12.116 * * Fixed Loss = 12.116 UG7 281.0 0.0006 0.0 95.404 0.053 Vet = 1.68 UG7 0.0 7.98 C 6.041 50.000 75.789 to 150.0 T 52.855 58.895 0.0 TEST 281.0 0.0006 0.0 108.895 0.064 Vet = 1.80 0.0 281.00 75.853 K Factor = 32.26 7 34.11 1.394 2R 2.0 6.500 21.484 to 150.0 0.0 2.000 0.0 12 34.11 0.0579 0.0 8.500 0.492 Vet = 7.17 12 25.09 1.394 0 6.0 3.083 21.976 to 150.0 0.0 6.000 0.0 13 59.2 0.1605 0.0 9.083 1.458 Vet = 12.44 13 25.76 1.394 0 6.0 12.910 23.434 to 150.0 0.0 6.000 0.0 14 84.96 0.3133 0.0 18.910 5.924 Vet = 17.86 14 0.0 1.598 1OR 10.0 76.830 29.358 to 150.0 N 9.0 19.000 0.0 15 84.96 0.1611 0.0 95.830 15.435 Vet = 13.59 15 0.0 1.598 2R 2.0 16.160 44.793 to 150.0 0 8.0 10.000 0.0 11 84.96 0.1611 0.0 26.160 4.214 Vet = 13.59 0.0 84.96 49.007 K Factor = 12.14 13 -25.77 1.394 R 1.0 3.083 23.434 to 150.0 0.0 1.000 0.0 16 -25.77 -0.0343 0.0 4.083 -0.140 Vet = 5.42 16 26.19 1.394 0 6.0 7.500 23.294 K Factor@ node EQ=1 to 150.0 0.0 6.000 0.0 8 0.42 0.0 0.0 13.500 0.0 Vet = 0.09 Computer Programs by Hydratec Inc. Revision: 50.52.1 t-inaj ualculations - Hazen-VVilliams S. Sexton Fire Protection Page 7 Quarry Creek "Design Area #2" Date 2.5.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.42 23.294 K Factor = 0.09 201 20.00 1.101 R 1.0 3.750 13.584 K Factor@ node EQ=1 to 150.0 0 5.0 6.000 0.0 3 20.0 0.0680 0.0 9.750 0.663 Vel = 6.74 0.0 20.00 14.247 K Factor = 5.30 202 22.07 1.101 0 5.0 1.000 16.545 K Factor@ node EQ=1 to 150.0 0.0 5.000 0.0 6 22.07 0.0817 0.0 6.000 0.490 Vel = 7.44 0.0 22.07 17.035 K Factor = 5.35 203 22.57 1.101 2N 14.0 10.750 17.302 K Factor@ node EQ=1 to 150.0 0.0 14.000 0.0 204 22.57 0.0851 0.0 24.750 2.106 Vel = 7.61 204 23.91 1.101 0 5.0 7.000 19.408 K Factor @ node EQ=1 to 150.0 0.0 5.000 0.0 8 46.48 0.3238 0.0 12.000 3.886 Vet = 15.66 0.0 46.48 23.294 K Factor = 9.63 205 25.09 1.101 0 5.0 0.830 21.373 K Factor@ node EQ=1 to 150.0 0.0 5.000 0.0 12 25.09 0.1034 0.0 5.830 0.603 Vet = 8.46 0.0 25.09 21.976 K Factor = 5.35 Computer Programs by Hydratec Inc. Revision: 50.52.1 - - - Fire Protection by Computer Design Sexton Fire Protection 12222 Woodside Ave., #132 Lakeside, Ca. 92040 619-454-6945 Job Name : Quarry Creek "Design Area #3" Building : #3 Location : 2965 Luiseno Way System : 3 Contract 17.025 Data File : Bldg. 3 Design Area #3.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Sexton Fire Protection Page 1 Quarry Creek "Design Area #3" Date 2.5.17 HYDRAULIC DESIGN INFORMATION SHEET Name - Quarry Creek Date - 2.5.17 Location - 2965 Luiseno Way Building - #3 System No. - 3 Contractor - Sexton Fire Protection Contract No. - 17.025 Calculated By - Sexton Fire Protection Drawing No. - 17.025 Construction: ( ) Combustible ( ) Non-Combustible Ceiling Height varies OCCUPANCY - Light Hazard Residence S Type of Calculation: (x)NFPA 13 Residential ( )NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( )1 ( )2 (x)4 S )Other T )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 Deluge ( ) PreAction F Domestic Plow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - 100 Gpm Make Tyco Model LFII I Elevation at Highest Outlet - 21 Feet Size 1/2" K-Factor 4.9 C Note: Temperature Rating N Calculation Gpm Required 188.41 Psi Required 78.79 At Test Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 7-18-16 Rated Cap. Cap. T Time of Test - n/a 8 Psi Elev. F Static (Psi) - 93.8 Elev. R Residual (Psi) - 83.7 Other Well Flow (Gpm) - 1508 Proof Flow Gpm S Elevation - -3 P Location: 8" public Main P L Source of Information: Water Study performed by SB&O Inc. Y Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C Sexton Fire Protection Page 2 Quarry Creek "Design Area #3" Date 2.5.17 City Water Supply: Demand: Cl - Static Pressure : 83.7 Dl - Elevation : 10.394 C2 - Residual Pressure: 75.3 D2 - System Flow :88.414 C2 - Residual Flow : 1508 D2 - System Pressure : 78.798 Hose ( Demand) :100 D3 - System Demand :188.414 Safety Margin : 4.723 150 140 130 p120 R 110 E10° 590 CT 80 u70 I3 - 2 R6° E5° 40 30 20 E 10 I I I I I I I 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N A 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary Sexton Fire Protection Page 3 Quarry Creek "Design Area #3" Date 2.5.17 Fitting Legend Abbrev. Name 1/2 3/4 1 1% 11/2 2 21/2 3 31,4 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouplingTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 1390' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zim Wilkins 375ADA Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 I-'ressure I How summary - b I ANUAI<L) Sexton Fire Protection Page 4 Quarry Creek "Design Area #3" Date 2.5.17 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. DRP1 21.0 4.9 16.66 na 20.0 0.1 200 7.0 EQ=1 20.5 17.32 na DRP2 21.0 4.9 16.66 na 20.0 0.1 200 7.0 EQ=2 20.5 17.32 na 300 21.0 K= K @ EQ=1 17.32 na 20.0 301 21.0 K = K @ EQ=2 18.83 na 20.86 302 21.0 K = K @ EQ=2 22.7 na 22.9 303 21.0 K = K @ EQ=2 26.33 na 24.66 304 21.0 35.46 na 305 21.0 42.41 na 306 21.0 43.22 na 8 21.0 43.95 na 9 10.5 51.71 na 10 10.5 52.98 na TOR 10.5 56.6 na BOR 0.5 64.68 na UG1 -3.0 66.25 na UG4 -3.0 66.43 na 100.0 UG5 -3.0 66.46 na UG6 -3.0 66.48 na UG7 -3.0 78.77 na TEST -3.0 78.8 na 307 21.0 36.8 na 308 21.0 37.5 na The maximum velocity is 29.79 and it occurs in the pipe between nodes 303 and 304 Computer Programs by Hydratec Inc. Revision: 50.52.1 1-inal ualculations - Hazen-Williams Sexton Fire Protection Page 5 Quarry Creek Design Area #3" Date 2.5.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn DRP1 20.00 1.101 0 5.0 1.500 16.660 K Factor =4.90 to 150.0 0.0 5.000 0.217 EQ=1 20.0 0.0678 0.0 6.500 0.441 Vel = 6.74 0.0 20.00 17.318 KFactor= 4.81 DRP2 20.00 1.101 0 5.0 1.500 16.660 K Factor =4.90 to 150.0 0.0 5.000 0.217 EQ=2 20.0 0.0678 0.0 6.500 0.441 Vel = 6.74 0.0 20.00 17.318 K Factor= 4.81 300 20.00 1.101 N 7.0 15.250 17.318 K Factor @ node EQ=1 to 150.0 0.0 7.000 0.0 301 20.0 0.0680 0.0 22.250 1.514 Vet = 6.74 301 20.86 1.101 N 7.0 8.160 18.832 K Factor@ node EQ=2 to 150.0 0.0 7.000 0.0 302 40.86 0.2551 0.0 15.160 3.868 Vet = 13.77 302 22.89 1.101 0.0 6.250 22.700 K Factor @ node EQ=2 to 150.0 0.0 0.0 0.0 303 63.75 0.5810 0.0 6.250 3.631 Vet = 21.48 303 24.66 1.101 0 5.0 3.580 26.331 K Factor@ node EQ=2 to 150.0 0.0 5.000 0.0 304 88.41 1.0640 0.0 8.580 9.129 Vet = 29.79 304 -42.46 1.394 5R 5.0 58.160 35.460 to 150.0 0 6.0 11.000 0.0 305 45.95 0.1005 0.0 69.160 6.949 Vel = 9.66 305 0.0 1.394 0 6.0 2.083 42.409 to 150.0 0.0 6.000 0.0 306 45.95 0.1005 0.0 8.083 0.812 Vet = 9.66 306 0.0 1.598 0 8.0 6.160 43.221 to 150.0 0.0 8.000 0.0 8 45.95 0.0517 0.0 14.160 0.732 Vet = 7.35 8 42.46 1.598 0 8.0 10.500 43.953 to 150.0 0.0 8.000 4.548 9 88.41 0.1734 0.0 18.500 3.207 Vet = 14.14 9 0.0 2.003 R 1.0 11.000 51.708 to 150.0 0 10.0 11.000 0.0 10 88.41 0.0577 0.0 22.000 1.270 Vet = 9.00 10 0.0 2.003 20 20.0 9.750 52.978 to 150.0 3N 33.0 53.000 0.0 TOR 88.41 0.0577 0.0 62.750 3.621 Vet = 9.00 TOR 0.0 2.067 Fsp 0.0 10.000 56.599 to 120.0 0.0 0.0 7.331 * * Fixed Loss = 3 BOR 88.41 0.0748 0.0 10.000 0.748 Vet = 8.45 BOR 0.0 4.26 E 13.167 10.000 64.678 to 120.0 0.0 13.167 1.516 UGI 88.41 0.0022 0.0 23.167 0.051 Vet = 1.99 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final LalcuIations - Hazen-Williams Sexton Fire Protection Page 6 Quarry Creek "Design Area #3" Date 2.5.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn UGI 0.0 4.23 S 42.291 35.000 66.245 to 150.0 2G 7.689 88.425 0.0 UG4 88.41 0.0015 T 38.446 123.425 0.187 Vel = 2.02 UG4 100.00 7.98 0.0 86.660 66.432 Qa = 100 to 150.0 0.0 0.0 0.0 UG5 188.41 0.0003 0.0 86.660 0.024 Vel = 1.21 UG5 0.0 7.98 2F 27.183 25.000 66.456 to 150.0 E 27.183 54.364 0.0 UG6 188.41 0.0003 0.0 79.364 0.022 Vel = 1.21 UG6 0.0 8.27 3E 85.404 10.000 66.478 to 140.0 Zim 0.0 85.404 12.264 * * Fixed Loss = 12.264 UG7 188.41 0.0003 0.0 95.404 0.025 Vel = 1.13 UG7 0.0 7.98 G 6.041 50.000 78.767 to 150.0 T 52.855 58.895 0.0 TEST 188.41 0.0003 0.0 108.895 0.031 Vel = 1.21 0.0 188.41 78.798 K Factor = 21.22 304 42.46 1.394 0 6.0 9.416 35.460 to 150.0 0.0 6.000 0.0 307 42.46 0.0868 0.0 15.416 1.338 Vel = 8.93 307 0.0 1.394 0 6.0 2.083 36.798 to 150.0 0.0 6.000 0.0 308 42.46 0.0868 0.0 8.083 0.702 Vel = 8.93 308 0.0 1.394 7R 7.0 61.330 37.500 to 150.0 0 6.0 13.000 0.0 8 42.46 0.0868 0.0 74.330 6.453 Vel = 8.93 0.0 42.46 43.953 K Factor = 6.40 Computer Programs by Hydratec Inc. Revision: 50.52.1 - - Fire Protection by Computer Design Sexton Fire Protection 12222 Woodside Ave., #132 Lakeside, Ca. 92040 619-454-6945 Job Name : Quarry Creek 'Design Area #3" Building : #4 Location : 2965 Luiseno Way System : 3 Contract : 17.025 Data File : Bldg. 4 Design Area #3.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Sexton Fire Protection Page 1 Quarry Creek 'Design Area #3" Date 2.5.17 HYDRAULIC DESIGN INFORMATION SHEET Name - Quarry Creek Date - 2.5.17 Location - 2965 Luiseno Way Building - #4 System No. - 3 Contractor - Sexton Fire Protection Contract No. - 17.025 Calculated By - Sexton Fire Protection Drawing No. - 17.025 Construction: ( ) Combustible ( ) Non-Combustible Ceiling Height varies OCCUPANCY - Light Hazard Residence S Type of Calculation: (X)NFPA 13 Residential ( )NFPA 13R )NFPA 13D Y Number of Sprinklers Flowing: ( )1 ( )2 ( )4 ( )3 S (X)OtherTyco Attic Sprinklers 5 Calculated T )Specific Ruling Made by Date E M Listed Flow at Start Point - 25 Gpm System Type Listed Pres. at Start Point - 20 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING -- x -- Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - 100 Gpm Make Tyco Model BB1 I Elevation at Highest Outlet - 21 Feet Size 1/2" K-Factor 5.6 G Note: Temperature Rating N Calculation Gpm Required 228.30 Psi Required 66.85 At Test Summary C-Factor Used: Overhead 150 Underground 150 Water Flow Test: Pump Data: Date of Test - 7-18-16 Rated Cap. Time of Test - n/a @ Psi Static (Psi) - 93.8 Elev. Residual (Psi) - 83.7 Other Flow (Gpm) - 1508 Elevation - -3 Location: 8" public Main Source of Information: Water Study performed by SB&O Inc. Computer Programs by Hydratec Inc. Revision: 50.52.1 W A T E R S P P L Y Tank or Reservoir: Cap. Elev. Well Proof Flow Gpm Water Supply Curve C Sexton Fire Protection Page 2 Quarry Creek "Design Area #3" Date 2.5.17 City Water Supply: Demand: Cl - Static Pressure : 83.7 Dl - Elevation : 10.394 C2 - Residual Pressure: 75.3 D2 - System Flow :128.177 C2 - Residual Flow : 1508 D2 - System Pressure : 66.860 Hose ( Demand) :100 D3 - System Demand : 228.177 Safety Margin : 16.585 150 140 130 120 R° E10° S90 80 u 70 - D2 e2 - R6° E50 40 30 20 10 -UT & _L._._ ... I I I I 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N A 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary Sexton Fire Protection Page 3 Quarry Creek 'Design Area #3" Date 2.5.17 Fitting Legend Abbrev. Name 1/2 3/4 1 11/4 1% 2 21/2 3 3Y2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 1345Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 N * CPVC 90Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouplingTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90 Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zim Wilkins 375ADA Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 I-'ressure / How summary - I ANUAI-(D Sexton Fire Protection Page 4 Quarry Creek "Design Area #3" Date 2.5.17 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. BB1 21.0 5.6 20.0 na 25.04 0.1 60 20.0 EQ=1 20.5 20.89 na 10 21.0 K= K @ EQ=1 20.89 na 25.04 11 21.0 K= K @ EQ=1 21.0 na 25.11 12 21.0 K= K @ EQ=1 21.42 na 25.36 13 21.0 K= K @ EQ=1 22.32 na 25.89 14 21.0 K= K @ EQ=1 23.86 na 26.77 15 21.0 27.25 na 16 10.5 38.17 na TOR 10.5 43.62 na BOR 0.5 52.44 na UG1 -3.0 54.06 na UG3 -3.0 54.43 na UG4 -3.0 54.51 na 100.0 UG5 -3.0 54.55 na UG6 -3.0 54.58 na UG7 -3.0 66.82 na TEST -3.0 66.86 na The maximum velocity is 20.5 and it occurs in the pipe between nodes 14 and 15 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Ualculations - Hazen-Williams Sexton Fire Protection Page 5 Quarry Creek "Design Area #3" Date 2.5.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BB1 25.04 1.101 0 5.0 1.500 20.000 K Factor =5.60 to 150.0 0.0 5.000 0.217 EQ=1 25.04 0.1031 0.0 6.500 0.670 Vel = 8.44 0.0 25.04 20.887 K Factor= 5.48 10 25.04 1.598 2R 2.0 4.910 20.887 K Factor@ node EQ=1 to 150.0 0.0 2.000 0.0 11 25.04 0.0168 0.0 6.910 0.116 VeI= 4.01 11 25.12 1.598 2R 2.0 4.910 21.003 K Factor@ node EQ=1 to 150.0 0.0 2.000 0.0 12 50.16 0.0608 0.0 6.910 0.420 Vel = 8.02 12 25.36 1.598 2R 2.0 4.910 21.423 K Factor@ node EQ=1 to 150.0 0.0 2.000 0.0 13 75.52 0.1295 0.0 6.910 0.895 Vel = 12.08 13 25.89 1.598 2R 2.0 4.910 22.318 K FactorQ node EQ=1 to 150.0 0.0 2.000 0.0 14 101.41 0.2234 0.0 6.910 1.544 Vel = 16.22 14 26.77 1.598 N 9.0 0.830 23.862 K Factor@ node EQ=1 to 150.0 0.0 9.000 0.0 15 128.18 0.3447 0.0 9.830 3.388 Vel = 20.50 15 0.0 1.598 0 8.0 10.500 27.250 to 150.0 0.0 8.000 4.548 16 128.18 0.3446 0.0 18.500 6.376 Vel = 20.50 16 0.0 2.003 3R 3.0 17.000 38.174 to 150.0 0 10.0 30.482 0.0 TOR 128.18 0.1147 N 11.0 47.482 5.447 Vel = 13.05 E 6.482 TOR 0.0 2.067 Fsp 0.0 10.000 43.621 to 120.0 0.0 0.0 7.331 * * Fixed Loss = 3 BOR 128.18 0.1487 0.0 10.000 1.487 Vel = 12.26 BOR 0.0 4.26 E 13.167 10.000 52.439 to 120.0 0.0 13.167 1.516 UG1 128.18 0.0044 0.0 23.167 0.102 Vel = 2.89 UGI 0.0 4.23 S 42.291 35.000 54.057 to 150.0 2G 7.689 88.425 0.0 UG3 128.18 0.0030 T 38.446 123.425 0.371 Vel = 2.93 UG3 0.0 7.98 5E 135.913 456.080 54.428 to 150.0 G 6.041 169.135 0.0 UG4 128.18 0.0001 2F 27.183 625.215 0.086 Vel = 0.82 UG4 100.00 7.98 0.0 86.660 54.514 Qa = 100 to 150.0 0.0 0.0 0.0 UG5 228.18 0.0004 0.0 86.660 0.034 Vel = 1.46 UG5 0.0 7.98 2F 27.183 25.000 54.548 to 150.0 E 27.183 54.364 0.0 UG6 228.18 0.0004 0.0 79.364 0.032 Vel = 1.46 UG6 0.0 8.27 3E 85.404 10.000 54.580 to 140.0 Zim 0.0 85.404 12.200 * * Fixed Loss = 12.2 UG7 228.18 0.0004 0.0 95.404 0.036 Vel = 1.36 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Galculattons - Hazen-Williams Sexton Fire Protection Page 6 Quarry Creek Design Area #3" Date 2.5.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn UG7 0.0 7.98 G 6.041 50.000 66.816 to 150.0 T 52.855 58.895 0.0 TEST 228.18 0.0004 0.0 108.895 0.044 Vel = 1.46 0.0 228.18 66.860 K Factor = 27.91 Computer Programs by Hydratec Inc. Revision: 50.52.1 FTA6, T LIM. I - - Fire Protection by Computer Design Sexton Fire Protection 12222 Woodside Ave., #132 Lakeside, Ca. 92040 619-454-6945 Job Name : Quarry Creek "Design Area #4" Building : #4 Location : 2965 Luiseno Way System 4 Contract : 17.025 Data File : Bldg. 4 Design Area #4.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Sexton Fire Protection Page 1 Quarry Creek "Design Area #4" Date 2.5.17 HYDRAULIC DESIGN INFORMATION SHEET Name - Quarry Creek Date - 2.5.17 Location - 2965 Luiseno Way Building - #4 System No. - 4 Contractor - Sexton Fire Protection Contract No. - 17.025 Calculated By - Sexton Fire Protection Drawing No. - 17.025 Construction: ( ) Combustible ( ) Non-Combustible Ceiling Height varies OCCUPANCY - Light Hazard Residence S Type of Calculation: (x)NFPA 13 Residential ( )NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( )l ( )2 (x)4 S )Other T )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - 100 Gpm Make Tyco Model LFII I Elevation at Highest Outlet - 21 Feet Size 1/2" K-Factor =EQ=1 G Note: Temperature Rating N Calculation Gpm Required 180.42 Psi Required 63.57 At Test Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 7-18-16 Rated Cap. Cap. T Time of Test - n/a @ Psi Elev. E Static (Psi) - 83.7 Elev. R Residual (Psi) - 75.3 Other Well Flow (Gpm) - 1508 Proof Flow Gpm S Elevation - -3 P Location: 8" public Main P L Source of Information: water Study performed by SB&O Inc. Y Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C Sexton Fire Protection Page 2 Quarry Creek "Design Area #4" Date 2.5.17 City Water Supply: Demand: Cl - Static Pressure : 83.7 Dl - Elevation : 10.394 C2 - Residual Pressure: 75.3 D2 - System Flow : 80.426 C2 - Residual Flow : 1508 D2 - System Pressure : 63.571 Hose (Demand ) :100 D3 - System Demand :180.426 Safety Margin : 19.964 150 140 130 120 R11° E10° S 90 S80 CT e2 u 70 U2 R6° E5° 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW (NA 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary Sexton Fire Protection Page 3 Quarry Creek "Design Area #4" Date 2.5.17 Fitting Legend Abbrev. Name 1/2 V4 1 11/4 1Y2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 N * CPVC 90Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouplingTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zim Wilkins 375ADA Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 Pressure I Flow Summary - S IANLJAI-<L) Sexton Fire Protection Page 4 Quarry Creek "Design Area #4" Date 2.5.17 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. DRP1 21.0 4.9 16.66 na 20.0 0.1 200 7.0 EQ=1 20.5 17.32 na DRP2 21.0 4.9 16.66 na 20.0 0.1 200 7.0 EQ=2 20.5 17.32 na 300 21.0 K = K@ EQ=1 17.32 na 20.0 301 21.0 K = K @ EQ=2 17.69 na 20.21 302 21.0 19.07 na 8 21.0 25.45 na 9 21.0 25.8 na 10 21.0 28.2 na 11 21.0 29.2 na 12 21.0 30.21 na 13 21.0 31.21 na 14 21.0 32.22 na 15 21.0 33.65 na 16 10.5 39.19 na TOR 10.5 41.49 na BOR 0.5 49.45 na UG1 -3.0 51.01 na UG3 -3.0 51.16 na UG4 -3.0 51.2 na 100.0 UG5 -3.0 51.22 na UG6 -3.0 51.24 na UG7 -3.0 63.54 na TEST -3.0 63.57 na 303 21.0 19.07 na 304 21.0 K = K @ EQ=1 17.32 na 20.0 305 21.0 K = K @ EQ=2 17.69 na 20.21 The maximum velocity is 13.55 and it occurs in the pipe between nodes 301 and 302 Computer Programs by Hydratec Inc. Revision: 50.52.1 ,Final uaicuiations - Hazen-Williams Sexton Fire Protection Page 5 Quarry Creek "Design Area #4" Date 2.5.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn DRPI 20.00 1.101 0 5.0 1.500 16.660 K Factor =4.90 to 150.0 0.0 5.000 0.217 EQI 20.0 0.0678 0.0 6.500 0.441 Vet = 6.74 0.0 20.00 17.318 K Factor = 4.81 DRP2 20.00 1.101 0 5.0 1.500 16.660 K Factor =4.90 to 150.0 0.0 5.000 0.217 EQ=2 20.0 0.0678 0.0 6.500 0.441 Vet = 6.74 0.0 20.00 17.318 KFactor= 4.81 300 20.00 1.101 0.0 5.416 17.318 K Factor @ node EQ=1 to 150.0 0.0 0.0 0.0 301 20.0 0.0681 0.0 5.416 0.369 Vel = 6.74 301 20.21 1.101 0 5.0 0.580 17.687 K Factor@ node EQ=2 to 150.0 0.0 5.000 0.0 302 40.21 0.2477 0.0 5.580 1.382 Vet = 13.55 302 -0.11 1.394 6R 6.0 61.660 19.069 to 150.0 N 8.0 20.000 0.0 8 40.1 0.0781 0 6.0 81.660 6.379 Vet = 8.43 8 0.0 1.598 0 8.0 0.660 25.448 to 150.0 0.0 8.000 0.0 9 40.1 0.0401 0.0 8.660 0.347 Vet = 6.41 9 40.33 1.598 2R 2.0 14.500 25.795 to 150.0 0.0 2.000 0.0 10 80.43 0.1456 0.0 16.500 2.402 Vet = 12.87 10 0.0 1.598 2R 2.0 4.910 28.197 to 150.0 0.0 2.000 0.0 11 80.43 0.1454 0.0 6.910 1.005 Vet = 12.87 11 0.0 1.598 2R 2.0 4.910 29.202 to 150.0 0.0 2.000 0.0 12 80.43 0.1456 0.0 6.910 1.006 Vel = 12.87 12 0.0 1.598 2R 2.0 4.910 30.208 to 150.0 0.0 2.000 0.0 13 80.43 0.1454 0.0 6.910 1.005 Vet = 12.87 13 0.0 1.598 2R 2.0 4.910 31.213 to 150.0 0.0 2.000 0.0 14 80.43 0.1456 0.0 6.910 1.006 Vet = 12.87 14 0.0 1.598 N 9.0 0.830 32.219 to 150.0 0.0 9.000 0.0 15 80.43 0.1455 0.0 9.830 1.430 Vet = 12.87 15 0.0 2.003 0 10.0 10.500 33.649 to 150.0 0.0 10.000 4.548 16 80.43 0.0484 0.0 20.500 0.993 Vet = 8.19 16 0.0 2.003 3R 3.0 17.000 39.190 to 150.0 0 10.0 30.482 0.0 TOR 80.43 0.0484 N 11.0 47.482 2.300 Vet = 8.19 Computer Programs by Hydratec Inc. Revision: 50.52.1 final taiculations - t-Iazen-VVilliams Sexton Fire Protection Page 6 Quarry Creek 'Design Area #4" Date 2.5.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn E 6.482 TOR 0.0 2.067 Fsp 0.0 10.000 41.490 to 120.0 0.0 0.0 7.331 * * Fixed Loss = 3 BOR 80.43 0.0628 0.0 10.000 0.628 Vel = 7.69 BOR 0.0 4.26 E 13.167 10.000 49.449 to 120.0 0.0 13.167 1.516 UGI 80.43 0.0019 0.0 23.167 0.043 Vel = 1.81 UGI 0.0 4.23 S 42.291 35.000 51.008 to 150.0 2G 7.689 88.425 0.0 UG3 80.43 0.0013 T 38.446 123.425 0.156 Vel = 1.84 UG3 0.0 7.98 5E 135.913 456.080 51.164 to 150.0 G 6.041 169.135 0.0 UG4 80.43 0.0001 2F 27.183 625.215 0.036 Vel = 0.52 UG4 100.00 7.98 0.0 86.660 51.200 Qa = 100 to 150.0 0.0 0.0 0.0 UG5 180.43 0.0003 0.0 86.660 0.023 Vel = 1.16 UGS 0.0 7.98 2F 27.183 25.000 51.223 to 150.0 E 27.183 54.364 0.0 UG6 180.43 0.0003 0.0 79.364 0.020 Vel = 1.16 UG6 0.0 8.27 3E 85.404 10.000 51.243 to 140.0 Zim 0.0 85.404 12.276 * * Fixed Loss = 12.276 UG7 180.43 0.0003 0.0 95.404 0.024 Vel = 1.08 UG7 0.0 7.98 G 6.041 50.000 63.543 to 150.0 T 52.855 58.895 0.0 TEST 180.43 0.0003 0.0 108.895 0.028 Vel = 1.16 0.0 180.43 63.571 K Factor= 22.63 302 0.11 1.394 0 6.0 2.830 19.069 to 150.0 0.0 6.000 0.0 303 0.11 0.0 0.0 8.830 0.0 Vel = 0.02 303 40.21 1.394 7R 7.0 64.250 19.069 to 150.0 N 8.0 21.000 0.0 9 40.32 0.0789 0 6.0 85.250 6.726 Vel = 8.48 0.0 40.32 25.795 K Factor= 7.94 304 20.00 1.101 0.0 5.330 17.324 K Factor@ node EQ=1 to 150.0 0.0 0.0 0.0 305 20.0 0.0681 0.0 5.330 0.363 Vel = 6.74 305 20.21 1.101 0 5.0 0.580 17.687 K Factor@ node EQ=2 to 150.0 0.0 5.000 0.0 303 40.21 0.2477 0.0 5.580 1.382 Vel = 13.55 0.0 40.21 19.069 K Factor= 9.21 Computer Programs by Hydratec Inc. Revision: 50.52.1 Copyright 5014 Natlonal Fire Protection Association (NFPA). Licensed, by aaceernent for individual use and single download on February 25 2313 to Mitchell consulting for designated user Mitchell Consulting. tJo other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use. contact ticenslngnfpe.org 13-245 SVSTE\IS ACCEPTANCE Contractor's Material and Test Certificate for Aboveground Piping PROCEDURE Upon completion of work, inspection and tests shall be made by the contractors representative and witnessed by the property owner or their authorized agent. All detects shall be corrected and system left in service before contractors personnel finally leave the job. A certificate shall be tilted out and signed by both representatives. Copies shall be prepared for approving authorities, owners, and contractor. It is understood the owner's representatives signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. Property name Date Property address LL.O 44=6 6^10 v),4 Accepted by approving authorities (names) Address Plans Installation conforms to accepted plans 'es U No 'es U No Equipment used Is approved If no, explain deviations Has person in charge of tire equipment been instructed as ;i.es U No to location of control valves and care and maintenance of this new equipment? If no. explain Instructions - Have copies of the following been left on the premises? ;&-es U No System components instructions s U No Care and maintenance instructions s LJNO tis NFPA25 UNo Location of . system Supplies ouildings Year of Orifice Temperature Make Model manufacture size Quantity rating fCa LF 'YSk. 7L-' Sprinklers Pipe and Type of C4"j _, pipe Type of fittings C_Pv'c.. fittings Maximum time to operate Alarm Alarm device through test connection valve or flow I Type Make Model Minutes Seconds indicator 1t fj 1a.IV( I Dry valve I Q. 0. D. Make Model I Serial no. I Make il lime to trip Time water Model I Se JAIarm through test Water Air Trip point reached Dry pipe connectionab pressure pressure air pressure test outletsb test Minutes I Seconds psi operating psi psi Minutes Seconds Yes No (Without O.O.D. WitJ'ti If no. explain © 2012 National Fire Protection Association NFPA 13 (p.1 of 3) a Measured from time inspector's test connection is opened. b NFPA 13 only requires the 60-second limitation in specific sections. FIGURE 25.1 Contractor's Material and Test Certificate for Aboveground Piping. Copyriqht 2014 National Fire Prolectior, Association (NFPA). Licensed. by agreemant, for individual use and single download on February 28. 2014 to flitcltell Consulting for tiesigrateti user Mitchell Consulting. No other reproduction or transmission in any form permitted without written permission of NFPA. For Inquires or to report unauthorized use, contact licansin9(tntpa.org. 13-246 INSTALLATION OF SPRINKLER SYSTEMS . Operation QPneurnatic ,jElectric .jHydraulics Piping supervised UYes lNo it Detecting media supervised fjves 1No Does valve operate from the manual trip, remote, or both control stations? U Yes .J No Is there an accessible facility in each circuit for testing? If no, explain Deluge and preaction valves Uyes Li No Does each circuit operate Does each circuit operate Maximum time to Make Model supervision loss alarm? valve release? operate release I Yes No Yes No i Minutes. Seconds Pressure- Location Make and Residual pressure and floor J model Setting Static pressure (flowing) Flow rate valve test Inlet (psi) I Outlet (psi) Inlet (psi) 1 Outlet (psi) I Flow (9pm) Backfiow device forward Jntijçe means used for forward flow test of backflow device: - - flow test When means to test device was opened, was system flow demand created? Li Yes U No .J NIA Hydrostatic: Hydrostatic tests shall be made at not less than 200 psi (13.6 bar) for 2 hours or 50 psi (3.4 bar) above static pressure in excess of 150 psi (10.2 bar) for 2 hours. Differential dry pipe valve clappers shall be left Test open during the test to prevent damage. All aboveground piping leakage shall be stopped. description Pneumatic: Establish 40 psi (2.7 bar) air pressure and measure drop, which shall not exceed 1 fo psi (0.1 bar) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop, which shall not exceed 1½ psi (0.1 bar) in 24 hours. All piping hydrostatically tested at .2.psi (— bar) for hours j If no, state reason Dry piping pneumatically tested Li Yes Li No Equipment operates properly Yes Li No Do you certify as the sprinkler contractor that additives and corrosive chemicals, sodium silicate or derivatives of a turn silicate, brine, or other corrosive chemicals were not used for testing systems or stopping leaks? a JNo Tests Drain I Reading of gauge located near water Residual pressure with valve in test test Isupply test connection: psi ( bar) connection open v,'ide: ____. psi (— bar) Underground mains and lead-in connections to system risers flushed before connection made to sprinkler piping Verified by copy of the Contractor's Malarial and Test EYes Li No Other Explain Certificate for Underground Piping. Flushed by installer of underground sprinkler piping Yes No If powder-driven fasteners are used in concrete. — 1 If no, explain U Yes U No I has representative sample tasting been satisfactorily completed? Blank testing Number used Locations ' Number removed gaskets [!ding piping U Yes U No lIyes... I I Do you certify as the sprinkler contractor that welding procedures used complied with Li Yes Li No the minimum requirements of AWS 132.1, ASME Section IX Welding and Brazing Qualifications, or other applicable qualification standard as required by the AHJ? Do you certify that all welding was performed by welders or welding operators j Yes Ci No Welding qualified in accordance with the minimum requirements of AWS 62.1 ASME Section IX Welding and Brazing Qualifications, or other applicable qualification standard as required by the AHJ? Do you certify that the welding was conducted in compliance with a documented DYes Li No quality control procedure to ensure that (1) all discs are retrieved: (2) that openings in piping are smooth, that slag and other welding residue are removed; (3) the internal diameters of piping are not penetrated; (4) completed welds are tree from cracks, Incomplete fusion, surface porosity greater than %s in. diameter, undercut deeper than the lesser of 25% of the wall thickness or t.fo in.; and (5) completed circumferential butt weld reinforcement does not exceed Mw in.? © 2012 National Fire Protection Association NFPA 13 (p.2 of 3) FIGURE 25.1 Continued Copyright 2014 National Fire Protection Association (NFPA). Licensed by agreement, for individual use and single download on February 282014 Ia Mitchell Consulting for destgcated user Mlithell Consulting. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact llcensingnIps.Qrg 13-247 SYSTEMS ACCEPTANCE Cutouts Do you certify that you have a control feature to ensure that No (discs) all cutouts (discs) are retrieved? Hydraulic Nameplate provided If no. explain data ..r—/ - nameplate .Yes Li No Sprinkler contractor removed all caps and straps? ayes No Data left in service with all control valves open Remarks I i Nam of sprinter contractor '€crb% c (~ frwS Tests witnessed by Signatures The property owner or their authorized agent (signed) Title Date For sprinkler contractor (signedi Title Date Additional explanations and notes © 2012 National Fire Protection Association NFPA 13 (p. 3 of 3) FIGURE 25.1 Continued pedal Designation m (4= OD -loo- lati't'v Bedroom Count Bath SQFT Street Address Unit# City, State, Zip UNIT NUMERING PER ARCHITECTURAL PLANS Building (Ast 1107, 1 Laundry Roo 1 140 Boiler Room I 111 Electric Room 1 28 Breezeway lot Floor 1 409 Breezeway 2nd Floor 2 292 (6) Exterior Decks 1 516 3 - - 1,024 2925 Luiseno Way 101. Carlsbad, CA 92010 3 2 jj 2925 Luiseno Way 102 Carlsbad, CA 92010 3 - - 1,024 2925 Luiseno Way - 103 Carlsbad, CA 92010 3 _2 - 1,024 2925 Luiseno Way _104 Carlsbad, CA 92010 - - - 3 _2 - 1,024 2925 Luiseno Way 105 Carlsbad, CA 92010 ADA - - 3 2 1,024 2925 Luiseno Way 106 Carlsbad, CA 92010 - - _2_ - - 3 _2 - 1,024 2925 Luiseno Way _201 Carlsbad, CA 92010 _2 - - - 3 _2 - Jflj 2925 Luiseno Way _202 Carlsbad, CA 92010 _2 - - - 3 _2 - 1,024 2925 Luiseno Way _203 Carlsbad, CA 92010 - 2_ - - 3 _2_ 1,024 2925 Luiseno Way 204. Carlsbad, CA 92010 _2 - - - 3 _2_ 1,024 2925 Luiseno Way _20 Carlsbad, CA 92010 2 3 3 2 1,024 2925 Luiseno Way 206 Carlsbad, CA 92010 SUlidIng 2 Boiler Room 1 Electric Room 1 38 Breezeway 1st Floor 1 818 Breezeway 2nd Flee- 2 488 (8) Exterior Decks 1 608 1 3 3 2 1,024 2935 Luiseno Way 107 Carlsbad, CA 92010 ADA 1 3 3 2 1,024 2935 Luiseno Way 108 Carlsbad, CA 92010 1 3 3 2 1,824 2935 Luiseno Way 109 Carlsbad, CA 92010 - _1 - 3 - - - _2 - _j 2935 Luiseno Way 110 Carlsbad, CA 92010 - _1 - - - - - _1 - 795 2935 Luiseno Way ill Carlsbad, CA 92010 1 2 2 2935 Luiseno Way I Carlsbad, CA 92010 1 1 2935 Luiseno Way Carlsbad, CA 92010 1 1 2935 Luiseno Way Carlsbad, CA 92010 2 2 2935 Luiseno Way Carlsbad, CA 92010 - 2_ - - - - _2 - 2935 Luiseno Way 208 Carlsbad, CA 92010 2 2 2935 Luiseno Way 209 Carlsbad, CA 92010 Manager's Unit 2 2 2935 Luiseno Way 210 Carlsbad, CA 92010 2 1 2935 Luiseno Way 211 Carlsbad, CA 92010 2 1 I 1 2935 Luiseno Way 212 Carlsbad, CA 92010 2 1 2935 Luiseno Way 213 Carlsbad, CA 92010 2 1 2935 Luiseno Way 214 Carlsbad, CA 92010 Building 3 BoilerRoom 1 Electric Room 1 Breezeway lot Floor 1 409 1 Breezeway 20d Floor 2 260 Breezeway 3rd Floor 3 260 (6) Exterior Decks 1 516 1 2 2 1 795 2945 Luiseno Way 115 Carlsbad, CA 92010 ADA - - I 2 - - - _1 795 2945 Luiseno Way -116 Carlsbad, CA 92010 1 2 2 1 795 2945 Luiseno Way 117 Carlsbad, CA 92010 _1 - - - - - _1 - 795 2945 Luiseno Way 118 - Carlsbad, CA 92010 ADA 2 2 2 1 795 2945 Luiseno Way 215 Carlsbad, CA 92010 - _2 - - - - - 1 - 795 2945 Luiseno Way - Carlsbad, CA 92010 - _2 - - - - - _1 - 795 2945 Luiseno Way 2171 - Carlsbad, CA 92010 2 2 2 1 795 2945 Luiseno Way 2181 Carlsbad, CA 92010 3 2 2 1 795 2945 Luiseno Way 315 Carlsbad, CA 92010 3 2 2 1 795 2945 Luiseno Way 316 Carlsbad, CA 92010 _3 - - - - - _1 - 795 2945 Luiseno Way 317 - Carlsbad, CA 92010 3 - - - - 1 - 795 2945 Luiseno Way 318 - Carlsbad, CA 92010 Carlsbad, _CA92010 Building 4 Laundry Roan' 1 140 Boiler Room 1 111 Electric Room 1 28 Breezeway 1st Floor 1 409 Breezeway 2nd Floor 2 260 Breezeway 3rd Floor 3 260 181 Exterior Decks 1 688 I - _2 - _2 - _1 - 795 1 2955 Luiseno Way 119 - Carlsbad, CA 92010 ADA 1 2 2 1 795 2955 Luiseno Way 120 Carlsbad, CA 92010 1 2 2 1 795 2955 Luiseno Way 121 Carlsbad, CA 92010 1 2 2 1 795 2955 Luiseno Way 122, Carlsbad, CA 92010 1 1 1 1 563 2955 Luiseno Way 123 Carlsbad, CA 92010 1 - - _1 - _1 - _1 - 563 2955 Luiseno Way -124 Carlsbad, CA 92010 - 2 2 1 795 2955 Luiseno Way 219 Carlsbad, CA 92010 2 2 1 795 2955 Luiseno Way 220 Carlsbad, CA 92010 2_ _2 - 1 - 795 2955 Luiseno Way 221 - Carlsbad, CA 92010 2 2 1 795 2955 Luiseno Way 22 Carlsbad, CA 92010 1 _1 - _1 - 563 2955 Luiseno Way 223 - Carlsbad, CA 92010 _1 - _1 - _1 - 563 2955 Luiseno Way 224 - Carlsbad, CA 92010 2 2 1 795 2955 Luiseno Way 319. Carlsbad, CA 92010 _2 - _2 - 1 795 2955 Luis eoo Way - Carlsbad, CA 92010 2 2 1 795 2955 Luiseno Way Carlsbad, CA 92010 2 2 1 795 2955 Luiseno Way 1 3221 Carlsbad, CA 92010 ff -aofl -M51-03 0~'?_ Fvzoi- ootq J 3 O 7D\7 oot -OoLL, Quarry Creek Mufti-Family Apartment Home X3Z---JO5 FOLDERS—L15-1090 Quarry CrreklGeneral tnlorrcator\tuarry Creek -Sequence Sheet 12_12_2016 12113)2016 Pose 1012 ¶Zo 1 i-o7 Quarry Creek Multi-Family Apartment Home Special Designation °' Floor Plan Type Bedroom Count Bath SOFT Street Address Unit# City, State, Zip Building 5 Community Building - - - - - 1,626 Boiler Room 1 111 Electric Room 1 35 Breezeway 1st Floor 1 372 Breezeway 2nd Floor 2 254 141 Exterior Decks 1 344 ADA 11 1 1 563 2965 Luiseno Way 125 Carlsbad, CA 92010 ADA - - - - 1 1 1 '563 1 2965 Luiseno Way 126 Carlsbad, CA 92010 - - - 1 1 1 563 2965 Luiseno Way 127 Carlsbad, CA 92010 1 1 1 563 2965 Luiseno Way 120 Carlsbad, CA 92010 - _2 1 1 1 563 2965 Luiseno Way 225 Carlsbad, CA 92010 - _2_ 1 1 1 563 2965 Luiseno Way 226 Carlsbad, CA 92010 - _2_ 1 1 1 563 2965 Luiseno Way 227 Carlsbad, CA 92010 - _2 - 1 1 1 563 2965 Luiseno Way 228 Carlsbad, CA 92010 TOTALS ' 136 84 62550 Unit Unit Type Building Unit Type I Type 2 3 SgFt Baths # Units 1 0 0 12 13,784 24 12 2 0 8 8 16,695 24 16 3 0 12 0 11,134 24 12 4 4 12 0 13,688 16 16 5 8 0 0 7.249 8 8 Adaptable Units All Units are Adaptable Accessible All Ground Floor Units are Fully Accessible: usPs APPROVAL: Roll In Showers - HN HearingNisual - tbd X:IZ--JOB FOLDER S—Z\15-1090 Quarry CreelAGeneral lnforrea5onlQuzoy Crook-Sequence Sheet 12_I2_2016 I2iI3/2016 Page 2012 Re: 2925-2965 Luiseno Way, 92010 To Whom it May Concern: The location, parking and equipment are approved. Thank you, Windie L. Lloyd Operations Support Specialist (A) San Diego District V vG UNITED STATES POSTAL SERVICE POSTAL SERVICE j •c0r 4\102. I- I I%#I 1O3 1O4 iI H i 105 1 \ O6L UNITED STATES ;UNITED STATES -POSTAL SERVICE 4Z) CITY OF CAR LSBAD COMMUNITY FACILITIES DISTRICT NO. I NON-RESIDENTIAL B-32 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov NON-RESIDENTIAL CERTIFICATE: Non-Residential land owner, please read this option carefully and be sure you thoroughly understand before signing. The option you chose will affect your payment of the developed Special Tax assessed on your property. This option is available only at the time of the first building permit Issuance. Property owner signature Is required before signing. Your signature Is confirming the accuracy of all information shown. QUARRY CREEK dC, LP 760-415-1995 Name of Owner Telephone 5993 AVENIDA ENCINAS 2925,2935,294S. 2955, 2965 Luiseno Way Address Project Address CARLSBAD CA 92008 Carlsbad CA 92010 City, State Zip City, State Zip 167-040-43-00 Assessor Parcel Number(s) or APN(s) and Lot Numbers(s) If not yet subdivided by County Assessor CB163487, 3488, 3489, 3490 & 3491 Building Permit Number(s) As cited by Ordinance No, NS-155 and adopted by the City of Carlsbad, California, the City Is authorized to levy a Special Tax In Community Facilities District No. 1. All non-residential property, upon the Issuance of a building permit, shall have the option to (1) pay the SPECIAL DEVELOPMENT TAX ONE TIME or (2) assume the ANNUAL SPECIAL TAX - DEVELOPED PROPERTY for a period not to exceed twenty-five (25) years. Please indicate your choice by initializing the appropriate line below: OPTION (1): I elect to pay the SPECIAL TAX - ONE TIME now, as a one-time payment. Amount of One-Time Special Tax: $ 15,461.92 Owner's Initials________ OPTION (2): I elect to pay the SPECIAL DEVELOPMENT TAX ANNUALLY for a period not to exceed twenty- five (25) years. Maximum annual Special Tax: $ 2,135.29 Owner's Initials_______ I DO HEREBY CERTIFY UNDER PENALTY OF PERJURY THAT THE UNDERSIGNED Is THE PROPERTY OWNER OF THE SUBJECT PROPERTY AND THAT I UNDER D AND WILL. COMPLY WITH THE PROVISION AS STATED ABOVE. t, Signature of Property Owner Title / Print Name Date The City of Carlsbad has not independently verified the Information shown above. Therefore, we accept no responsibility as to the accuracy or completeness of this Information. Land Use: ALL OTHER COMMERCIAL lmp.Area: 2 FY: 16111 Annex date: 0612013 Factor .2299 X 67,255 Square Ft. = $1548192 B-32 Page 1 of 1 Rev. 07109 1 12 a 21 22 23 24 25 26 p 27 28 29 30 i 31 P3 0 I 32 41 52 s 61 * 62 2 13 I 33 42 53 p 3 14 I 34 43 54 63 I 64 * 65 . 66 * 4 15 35 44 55 5 16 36 45 56 6 17 37 46 57 * 7 p 47 8 * 48 * 67 I 68 I 69 P7 9 18 38 49 58 10 19 39 50 59 11 20 40 51 60 1P10 P2 0 P4 P5 0 P6* Hi '8 'H 181/4 66/ VG UNITED STATES POSTAL SERVICE CE1D-D202 CE1D-D20P2 CE1D-D20P2 CE1S-S9P1 Exterior Numbering Interior Numbering I 100 ' 101 10 102 ' 103 104 '105 , P1 F11 L106 107 108 109 110 0 P2 0 I-