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3434 VIA MERCATO; ; FPC2019-0105; Permit
PERMIT REPORT 4ity of Carlsbad Print Date: 02/09/2022 Permit No: FPC2019-0105 Job Address: 3434 VIA MERCATO, CARLSBAD, CA 92009-8485 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Parcel #: 2230530500 Track #: Valuation: $4,462,970.00 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check#: Plan Check #: Fire Sprinklers Applied: 04/29/2019 Issued: 06/04/2019 DEV01024 Finaled Close Out: 02/09/2022 Inspector: Final Inspection: Project Title: LA COSTA TOWN SQUARE Description: CINEPOLIS - NEW SPRINKLER SYSTEM (320 HEADS) Applicant: CAL-WEST FIRE PROTECTION SPECIALIST GONZALO PENA 8361 COMMONWEALTH AVE BUENA PARK, CA 90621-2525 (714) 912-4552 FEE AMOUNT FIRE NFPA 13 System > 100 heads (includes 1 riser) $858.00 Total Fees: $858.00 Total Payments To Date: $858.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov NEW MILLENNIUM FPC20I9-0105 BUILDING SYSTEMS 3434 VIA MERCATO CINEPOLIS - NEW SPRINKLER SYSTEM (320 HEADS) May 9, 2019 DEV01 024 2230530500 5124Q019 To: Jim Bell Bell Bros Steel, Inc. FPC20I9-0105 Project: Cinepolis Luxury Cinemas Carlsbad, CA NMBS Job #4318-0410 Re: Fire Protection Drawing Coordination New Millennium will design the joists and joist girders for the fire sprinkler main loading per the locations and loads shown on the fire protection (FP) drawing sheets FP-4.0 from Cal-West Fire Protection, dated 02-02-19. It is imperative that the FP contractor install the sprinkler system in accordance with the drawings noted above. If changes are made to the system, New Millennium shall be contacted in order to review the modifications. Respectfully, Dennis Montgomery, P.E. C 70470 Civil Engineer EXP. 9-30—. 8200 Woolery Way I Fallon, Nevada 89406 1 Phone: 775-428-0600 1 Fax: 775-867-2169 1 www.newmifl.com FLEXIBLE to the FINISH 9925 Prospect Ave. Suite B Santee, CA 92071 CA Lic. C16- 731167 Water Flow Test ReDort LOCATION fl3434 ViaM&càt6CirIsbäCA92009 DATE: 2/l2120191 TEST BY: rMFs 1 TIME OF DAY: lflgam WATER SUPPLIED BY: ,OW6 PURPOSE OF TEST: Fire SprinkIerDtgr DATA FLOW HYDRANT(S) Al A2 A3 SIZE OPENING: 2.5 2.5 2.5 COEFFICIENT: r69 0.9 0.9 PITOT READING: fl 68 1 1ö1 rTThn GPM: 1384 0 0 TOTAL FLOW DURING TEST: 1384 GPM - 1 TOWER LEVEL @ TIME OF TEST: 0 TOWER LOW STATIC READING: 1TflPSI RESIDUAL: 1 82 JPSI ADJ. STATIC: 91 PSI AJD. RESIDUAL: 82 PSI ADJ. FLOW: AT 20 PSI RESIDUAL 4221 GPM AT 0 PSI 4826 GPM *Note: Flow test results do not reflect any reduction and reduction must be considered & applied per the local jurisdiction standard. 100 90 80 70 a' 60 50 £ 40 30 20 10 0 0 500 1000 1500 2000 2500 Flow, gpm TO -- ,ONO - - PEDESTRIAN PATH STREET 1 N AR \ J 14 12 / \- 1 - l - I: Q-J -- ilk 8 FUTURE THEATER \ 2A (PART OFA SEPARATE PERMIT) 6 flIr I uua 77 70 IS - 2O I I I - 8 -k - *ø- ....... I IM 1k Bill ii F.M.rLl~ql - - - Fire Protection by Computer Design Cal West Fire Protection 1113 N. Gates Street Santa Ana, CA 92703 714-497-7227 Job Name : Cinepolis Carlsbad - Area A - Auditorium Building : 1 Location : 3434 Via Mercato, Carlsbad, CA System : A Contract Data File : Cinepolis Carlsbad - Area A - Auditorium.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 00) — Qr.'j CO LO I (N I 0) 0 w I.- (1) >- LLJ a. U. o o w Ui (N 0 Q- c.,w - w a Cal West Fire Protection Page 1 Cinepolis Carlsbad - Area A - Auditorium Date Feb 2019 HYDRAULIC CALCULATIONS for Project name: Cinepolis Carlsbad - Area A - Auditorium Location: 3434 Via Mercato, Carlsbad, CA Drawing no: 1 Date: Feb 2019 Design Remote area number: A Remote area location: Auditorium Occupancy classification: Light Hazard Density: 0.10- Gpm/SqFt Area of application: 1,500- SqFt Coverage per sprinkler: 400 - SqFt Type of sprinklers calculated: Tyco EC-1 111.2 3/4" Pendent No. of sprinklers calculated: 11 In-rack demand: n/a - GPM Hose streams: 100 -GPM Total water required (including hose streams): 562.637 - GPM @ 70.070 - Psi Type of system: Wet Volume of dry or preaction system: n/a - Gal Water supply information Date: 02-12-19 Location: 3434 Via Mercato Source: AAFSI (City of Carlsbad) Name of contractor: Cal West Fire Protection Address: 1113 N. Gates Street! I Santa Ana, CA 92703 Phone number: 714-497-7227 Name of designer: CWFP Authority having jurisdiction: Carlsbad Fire Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C Cal West Fire Protection Page 2 Cinepolis Carlsbad - Area A - Auditorium Date Feb 2019 City Water Supply: Demand: Cl - Static Pressure : 81.9 Dl - Elevation : 16.618 C2 - Residual Pressure: 18 D2 - System Flow : 462.637 C2 - Residua' Flow : 4221 D2 - System Pressure : 72.070 Hose (Demand ) : 100 D3 - System Demand : 562.637 Safety Margin : 8.294 150 140 130 p120 R° E10° S90 s 8° u 70 60 — R E 50 40 30 -- _ _ 20 10 500 1000 1500 2000 2500 3000 3500 4000 4500 FLOW (N " 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Diagram Cal West Fire Protection Cinepolis Carlsbad - Area A - Auditorium 40.1 AUD4TQRIUM 40.1 Al - A2 - 101A 1 80. I 80.0 122.8 421 I A3 i- 1014- 101 122.8 40.2 A4 - AS - 102A T 81.f I 81.1 123.2 42.1 I AS +- 1024- 102 123.2 41.1 A7 - A8 - 1034 T 82. I 82.0 125.8 431 I 49 - 1034- 103 125.8 45 90.9 A10- AII+-- 1044- 104 90.9 Page 3 Date Feb 2019 122.8 371.8 462.6 462.6 462.6 462.6 462.6 462.6 462.6 462.6 101- 102- 103- 104+- 105 +- 106 +-- 107 +- 108 +- 109 +- 110 +- 111 +- 112 +- TOR- 509 +- BOP- UGS(- UG4~- UG3(- UG2_ UGI~- SRC 246 462.6 462.6 462.6 462.6 462.6 462.6 462.6 462.6 462.6 Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary Cal West Fire Protection Page 4 Cinepolis Carlsbad - Area A - Auditorium Date Feb 2019 Fitting Legend Abbrev. Name 1/2 V4 1 1% 1% 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 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 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 Unit 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 - STANDARD Cal West Fire Protection Page 5 Cinepolis Carlsbad - Area A - Auditorium Date Feb 2019 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. AUDITORIUM 33.0 11.2 12.8 na 40.07 0.1 400 12.8 Li 34.42 16.15 na Al 34.54 K = K @ Li 16.15 na 40.07 A2 34.54 K = K @ Li 16.71 na 40.77 A3 34.54 K = K @ Li 17.7 na 41.96 101A 34.54 18.74 na A4 34.54 K = K @ Li 16.25 na 40.2 A5 34.54 K = K @ Li 16.82 na 40.9 A6 34.54 K = K @ LI 17.82 na 42.09 102A 34.54 18.86 na A7 34.54 K=K@Li 16.95 na 41.05 A8 34.54 K=K@L1 17.54 na 41.76 A9 34.54 K=K@Li 18.57 na 42.98 103A 34.54 19.65 na A10 34.54 K = K @ Li 20.41 na 45.04 All 34.54 K=K@Li 21.11 na 45.81 104A 34.54 23.62 na ioi 32.54 24.06 na 102 32.54 24.21 na 103 32.54 25.18 na 104 32.54 27.04 na 105 32.54 29.65 na 106 32.54 31.42 na 107 32.54 33.57 na 108 32.54 35.08 na 109 32.54 36.91 na 110 32.54 37.18 na 111 32.54 39.6 na 112 32.54 41.34 na TOR 32.54 42.06 na 509 17.08 49.48 na BOR 1.58 60.55 na UG5 0.5 61.84 na UG4 -3.83 63.86 na UG3 -3.83 63.99 na UG2 -3.83 65.2 na UGi -3.83 66.57 na SRC -3.83 72.07 na 100.0 The maximum velocity is 18.16 and it occurs in the pipe between nodes 103A and 103 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams - 2007 Cal West Fire Protection Page 6 Cinepolis Carlsbad - Area A - Auditorium Date Feb 2019 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C' or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn AUDITORIUM0.07 1.049 T 5.0 1.420 12.800 K Factor = 11.20 to 120.0 E 2.0 7.000 -0.615 Li 40.07 0.4707 0.0 8.420 3.963 Vet = 14.88 0.0 40.07 16.148 K Factor= 9.97 Al 40.07 1.682 0.0 12.000 16.148 K Factor @ node Li to 120.0 0.0 0.0 0.0 A2 40.07 0.0472 0.0 12.000 0.566 Vel = 5.79 A2 40.77 1.682 T 9.9 1.790 16.714 K Factor @ node Li to 120.0 0.0 9.900 0.0 101A 80.84 0.1730 0.0 11.690 2.022 Vel= 11.67 0.0 80.84 18.736 K Factor= 18.68 A3 41.96 1.682 T 9.9 10.200 17.703 K Factor @ node Ll to 120.0 0.0 9.900 0.0 101A 41.96 0.0514 0.0 20.100 1.033 Vel = 6.06 101A 80.83 1.682 T 9.9 2.000 18.736 to 120.0 0.0 9.900 0.866 101 122.79 0.3749 0.0 11.900 4.461 Vet = 17.73 0.0 122.79 24.063 K Factor= 25.03 A4 40.20 1.682 0.0 12.000 16.254 K Factor @ node Ll to 120.0 0.0 0.0 0.0 A5 40.2 0.0475 0.0 12.000 0.570 Vet = 5.80 AS 40.90 1.682 T 9.9 1.790 16.824 K Factor @ node Li to 120.0 0.0 9.900 0.0 102A 81.1 0.1741 0.0 11.690 2.035 Vel = 11.71 0.0 81.10 18.859 KFactor= 18.68 A6 42.09 1.682 1 9.9 10.200 17.819 K Factor @ node LI to 120.0 0.0 9.900 0.0 102A 42.09 0.0517 0.0 20.100 1.040 Vel = 6.08 102A 81.11 1.682 T 9.9 2.000 18.859 to 120.0 0.0 9.900 0.866 102 123.2 0.3771 0.0 11.900 4.488 Vel = 17.79 0.0 123.20 24.213 K Factor 25.04 A7 41.05 1.682 0.0 12.000 16.948 K Factor @ node LI to 120.0 0.0 0.0 0.0 A8 41.05 0.0493 0.0 12.000 0.592 Vel = 5.93 A8 41.76 1.682 T 9.9 1.790 17.540 K Factor @ node Li to 120.0 0.0 9.900 0.0 103A 82.81 0.1809 0.0 11.690 2.115 Vel= 11.96 0.0 82.81 19.655 K Factor= 18.68 A9 42.98 1.682 T 9.9 10.200 18.574 K Factor @ node Li to 120.0 0.0 9.900 0.0 103A 42.98 0.0538 0.0 20.100 1.081 Vel = 6.21 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Cal West Fire Protection Page 7 Cinepolis Carlsbad - Area A -Auditorium - Date Feb 2019 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 103A 82.81 1.682 T 9.9 2.000 19.655 to 120.0 0.0 9.900 0.866 103 125.79 0.3919 0.0 11.900 4.664 Vel= 18.16 0.0 125.79 25.185 K Factor= 25.07 A10 45.04 1.682 0.0 12.000 20.406 K Factor @ node Ll to 120.0 0.0 0.0 0.0 All 45.04 0.0586 0.0 12.000 0.703 Vel = 6.50 All 45.82 1.682 T 9.9 1.790 21.109 K Factor @ node Ll to 120.0 0.0 9.900 0.0 104A 90.86 0.2147 0.0 11.690 2.510 Vel = 13.12 104A 0.0 1.682 T 9.9 2.000 23.619 to 120.0 0.0 9.900 0.866 104 90.86 0.2147 0.0 11.900 2.555 Vel = 13.12 0.0 90.86 27.040 K Factor= 17.47 101 122.79 3.26 0.0 10.000 24.063 to 120.0 0.0 0.0 0.0 102 122.79 0.0150 0.0 10.000 0.150 Vel = 4.72 102 123.20 3.26 0.0 18.000 24.213 to 120.0 0.0 0.0 0.0 103 245.99 0.0540 0.0 18.000 0.972 Vel = 9.46 103 125.79 3.26 0.0 16.000 25.185 to 120.0 0.0 0.0 0.0 104 371.78 0.1159 0.0 16.000 1.855 Vel = 14.29 104 90.86 3.26 0.0 15.000 27.040 to 120.0 0.0 0.0 0.0 105 462.64 0.1738 0.0 15.000 2.607 Vel = 17.78 105 0.0 4.26 0.0 37.500 29.647 to 120.0 0.0 0.0 0.0 106 462.64 0.0472 0.0 37.500 1.771 Vel = 10.41 106 0.0 4.26 T 26.334 19.250 31.418 to 120.0 0.0 26.334 0.0 107 462.64 0.0472 0.0 45.584 2.152 Vel= 10.41 107 0.0 4.26 0.0 32.080 33.570 to 120.0 0.0 0.0 0.0 108 462.64 0.0472 0.0 32.080 1.515 Vel = 10.41 108 0.0 4.26 0.0 38.700 35.085 to 120.0 0.0 0.0 0.0 109 462.64 0.0472 0.0 38.700 1.827 Vel = 10.41 109 0.0 4.26 0.0 5.750 36.912 to 120.0 0.0 0.0 0.0 110 462.64 0.0473 0.0 5.750 0.272 Vel = 10.41 110 0.0 4.26 0.0 51.250 37.184 to 120.0 0.0 0.0 0.0 III 462.64 0.0472 0.0 51.250 2.420 Vel= 10.41 Ill 0.0 4.26 E 13.167 23.610 39.604 to 120.0 0.0 13.167 0.0 112 462.64 0.0472 0.0 36.777 1.736 Vel = 10.41 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Cal West Fire Protection Page 8 Cinepolis Carlsbad - Area A - Auditorium Date Feb 2019 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. .1c..or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 112 0.0 4.26 E 13.167 2.000 41.340 to 120.0 0.0 13.167 0.0 TOR 462.64 0.0472 0.0 15.167 0.716 Vel = 10.41 0.0 462.64 42.056 K Factor= 71.34 TOR 462.64 4.26 0.0 15.460 42.056 to 120.0 0.0 0.0 6.696 509 462.64 0.0472 0.0 15.460 0.730 Vel = 10.41 509 0.0 4.26 E 13.167 15.500 49.482 to 120.0 Fsp 0.0 13.167 9.713 * Fixed Loss = 3 BOR 462.64 0.0472 0.0 28.667 1.354 Vel = 10.41 0.0 462.64 60.549 K Factor= 59.46 BOR 462.64 4.26 E 17.512 5.580 60.549 to 140.0 0.0 17.512 0.468 UG5 462.64 0.0355 0.0 23.092 0.820 Vel = 10.41 UGS 0.0 6.16 E 20.084 4.330 61.837 to 140.0 0.0 20.084 1.875 UG4 462.64 0.0059 0.0 24.414 0.144 Vel = 4.98 UG4 0.0 5.86 E 17.893 2.000 63.856 to 150.0 0.0 17.893 0.0 UG3 462.64 0.0066 0.0 19.893 0.131 Vel = 5.50 UG3 0.0 5.86 3E 53.679 129.780 63.987 to 150.0 0.0 53.680 0.0 UG2 462.64 0.0066 0.0 183.460 1.214 Vel = 5.50 UG2 0.0 5.86 5E 89.466 73.500 65.201 to 150.0 S 40.899 134.199 0.0 UGI 462.64 0.0066 G 3.834 207.699 1.373 Vel = 5.50 UGI 0.0 6.16 T 43.037 36.910 66.574 to 140.0 G 4.304 47.341 5.000 * Fixed Loss = 5 SRC 462.64 0.0059 0.0 84.251 0.496 Vel = 4.98 100.00 Qa = 100.00 562.64 72.070 K Factor= 66.28 Computer Programs by Hydratec Inc. Revision: 50.52.1 - Fire Protection by Computer Design Cal West Fire Protection 1113 N. Gates Street Santa Ana, CA 92703 714-497-7227 Job Name : Cinepolis Carlsbad - Area B -Lobby - Building : I Location : 3434 Via Mercato, Carlsbad, CA System : B Contract Data File : Cinepolis Carlsbad - Area B - Lobby.WXF 416 Computer Programs by Hydratec Inc. Revision: 50.52.1 A Cal West Fire Protection Page 1 Cinepolis Carlsbad - Area B - Lobby Date Feb 2019 HYDRAULIC CALCULATIONS for Project name: Cinepolis Carlsbad - Area B - Lobby Location: 3434 Via Mercato, Carlsbad, CA Drawing no: 1 Date: Feb 2019 Design Remote area number: B Remote area location: Lobby Occupancy classification: Light Hazard Density: 0.10 - Gpm/SqFt Area of application: 1,500 - SqFt Coverage per sprinkler: 225 - SqFt Type of sprinklers calculated: Tyco TYFRB 5.61K 1/2" Pendent No. of sprinklers calculated: 16 In-rack demand: n/a - GPM Hose streams: 100 -GPM Total water required (including hose streams): 521.599 - GPM @ 69.934 - Psi Type of system: Wet Volume of dry orpreaction system: n/a - Gal Water supply information Date: 02-12-19 Location: 3434 Via Mercato Source: AAFSI (City of Carlsbad) Name of contractor: Cal West Fire Protection Address: 1113 N. Gates Street / / Santa Ana, CA 92703 Phone number: 714-497-7227 Name of designer: CWFP Authority having jurisdiction: Carlsbad Fire Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C Cal West Fire Protection Page 2 Cinepolis Carlsbad - Area B - Lobby Date Feb 2019 City Water Supply: Demand: Cl - Static Pressure : 81.9 Di - Elevation : 16.618 C2 - Residual Pressure: 18 D2 - System Flow : 421.599 C2 - Residual Flow : 4221 02 - System Pressure : 69.934 Hose (Demand ) :100 D3 - System Demand : 521.599 Safety Margin : 10.631 150 140 130 p120 R11° E10° 90 j S 80 0: --. U 70 60 50 E 40 30 — _ 20 - 10 .. .... ...... 500 1000 1500 2000 2500 3000 3500 4000 4500 FLOW (N A 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Diagram Cal West Fire Protection Page 3 Cinepolis Carlsbad - Area B - Lobby Date Feb 2019 22.5 LOBBYL2 22.5 68.3 118.7 147.6 81 _ B2 _ B3 _ B4 - 85 - B6 - 2014- 201 45.1 92.7 147.6 25.7 78.7 136.7 B7 - B8 - B9 - B10- 8114- 2024- 202 51.9 106.6 13617 I 284.3 26 79,1 137.3 I B124- 8134- B144- 8154- 816*- 2034- 203 52.3 107.1 137.3 147.6 421.6 421.6 421.6 42.6 421.6 421.6 421.6 201 *- 202 *- 2034- 1094- 1104- 111 - 1124- TOP*- 5094- BOR- UG54- UG4- UG34- UG2*- UGI*- SRC 284.3 421.6 421.6 421.6 421.6 421.6 421.6 Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary Cal West Fire Protection Page 4 Cinepolis Carlsbad - Area B - Lobby Date Feb 2019 Fitting Legend Abbrev. Name 1/ ~ 1 1% 1% 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 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 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 Unit 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 / Flow Summary - STANDARD Cal West Fire Protection Page 5 Cinepolis Carlsbad - Area B - Lobby Date Feb 2019 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. LOBBY 14.75 5.6 16.14 na 22.5 0.1 225 7.0 L2 34.42 11.18 na Bi 34.54 K=K@L2 11.18 na 22.5 B2 34.54 KK@L2 11.3 na 22.62 B3 34.54 K = K @ L2 11.92 na 23.23 B4 34.54 K=K@L2 13.13 na 24.38 B5 34.54 K = K @ L2 14.91 na 25.98 B6 34.54 K = K @ L2 18.43 na 28.89 201A 34.54 24.07 na B7 34.54 K=K@L2 14.64 na 25.74 B8 34.54 K=K@L2 15.13 na 26.17 B9 34.54 K = K @ L2 15.86 na 26.79 B10 34.54 K=K©L2 17.17 na 27.88 BII 34.54 K=K@L2 20.06 na 30.13 202A 34.54 24.95 na B12 34.54 K=K@L2 14.97 na 26.03 B13 34.54 K=K@L2 15.2 na 26.23 B14 34.54 K=K@L2 15.93 na 26.85 B15 34.54 K = K @ L2 17.26 na 27.95 B16 34.54 K=K@L2 20.17 na 30.22 203A 34.54 25.1 na 201 32.54 31.2 na 202 32.54 31.25 na 203 32.54 31.45 na 109 32.54 36.58 na 110 32.54 36.81 na 111 32.54 38.84 na 112 32.54 40.31 na TOR 32.54 40.91 na 509 17.08 48.22 na BOR 1.58 59.07 na UG5 0.5 60.23 na UG4 -3.83 62.23 na UG3 -3.83 62.34 na UG2 -3.83 63.36 na UG1 -3.83 64.52 na SRC -3.83 69.93 na 100.0 The maximum velocity is 21.31 and it occurs in the pipe between nodes 136 and 201A Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams - 2007 Cal West Fire Protection Page 6 Cinepolis Carlsbad - Area B - Lobby Date Feb 2019 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C' or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn LOBBY 22.50 1.049 T 5.0 15.000 16.143 K Factor =5.60 to 120.0 E 2.0 7.000 -8.519 L2 22.5 0.1618 0.0 22.000 3.560 Vet = 8.35 0.0 22.50 11.184 K Factor= 6.73 Bi 22.50 1.682 0.0 7.330 11.184 K Factor @ node L2 to 120.0 0.0 0.0 0.0 B2 22.5 0.0162 0.0 7.330 0.119 Vel = 3.25 B2 22.62 1.682 0.0 10.500 11.303 K Factor @ node L2 to 120.0 0.0 0.0 0.0 B3 45.12 0.0588 0.0 10.500 0.617 Vel = 6.51 B3 23.23 1.682 0.0 9.540 11.920 K Factor @ node L2 to 120.0 0.0 0.0 0.0 B4 68.35 0.1268 0.0 9.540 1.210 Vel = 9.87 B4 24.38 1.682 0.0 8.000 13.130 K Factor @ node L2 to 120.0 0.0 0.0 0.0 B5 92.73 0.2230 0.0 8.000 1.784 Vel = 13.39 B5 25.98 1.682 0.0 10.000 14.914 K Factor @ node L2 to 120.0 0.0 0.0 0.0 B6 118.71 0.3521 0.0 10.000 3.521 Vel = 17.14 B6 28.89 1.682 T 9.9 0.790 18.435 K Factor @ node L2 to 120.0 0.0 9.900 0.0 201A 147.6 0.5268 0.0 10.690 5.632 Vel = 21.31 201A 0.0 1.682 T 9.9 2.000 24.067 to 120.0 0.0 9.900 0.866 201 147.6 0.5268 0.0 11.900 6.269 Vel = 21.31 0.0 147.60 31.202 KFactor= 26.42 B7 25.74 1.682 2E 9.9 13.500 14.642 K Factor @ node L2 to 120.0 0.0 9.900 0.0 B8 25.74 0.0208 0.0 23.400 0.487 Vet = 3.72 B8 26.17 1.682 0.0 9.540 15.129 K Factor@ node L2 to 120.0 0.0 0.0 0.0 B9 51.91 0.0762 0.0 9.540 0.727 Vet = 7.50 B9 26.79 1.682 0.0 8.000 15.856 K Factor @ node L2 to 120.0 0.0 0.0 0.0 B10 78.7 0.1646 0.0 8.000 1.317 Vel = 11.36 B10 27.89 1.682 0.0 10.000 17.173 K Factor @ node L2 to 120.0 0.0 0.0 0.0 Bli 106.59 0.2885 0.0 10.000 2.885 Vet = 15.39 Bil 30.13 1.682 T 9.9 0.790 20.058 K Factor @ node L2 to 120.0 0.0 9.900 0.0 202A 136.72 0.4572 0.0 10.690 4.888 Vet = 19.74 202A 0.0 1.682 1 9.9 2.000 24.946 to 120.0 0.0 9.900 0.866 202 136.72 0.4573 0.0 11.900 5.442 Vel = 19.74 0.0 136.72 31.254 KFactor= 24.46 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Cal West Fire Protection Page 7 Cinepolis Carlsbad - Area B - Lobby Date Feb 2019 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn B12 26.03 1.682 0.0 10.500 14.972 K Factor @ node L2 to 120.0 0.0 0.0 0.0 B13 26.03 0.0213 0.0 10.500 0.224 Vel = 3.76 B13 26.23 1.682 00 9.540 15.196 K Factor @ node L2 to 120.0 0.0 0.0 0.0 B14 52.26 0.0771 0.0 9.540 0.736 Vel = 7.55 B14 26.85 1.682 0.0 8.000 15.932 K Factor @ node L2 to 120.0 0.0 0.0 0.0 B15 79.11 0.1662 0.0 8.000 1.330 VeI= 11.42 B15 27.96 1.682 0.0 10.000 17.262 K Factor @ node L2 to 120.0 0.0 0.0 0.0 B16 107.07 0.2909 0.0 10.000 2.909 Vel = 15.46 B16 30.21 1.682 T 9.9 0.790 20.171 K Factor @ node L2 to 120.0 0.0 9.900 0.0 203A 137.28 0.4607 0.0 10.690 4.925 Vel = 19.82 203A 0.0 1.682 1 9.9 2,000 25.096 to 120.0 0.0 9.900 0.866 203 137.28 0.4608 0.0 11.900 5.484 Vel = 19.82 0.0 137.28 31.446 K Factor= 24.48 201 147.60 4.26 0.0 9.000 31.202 to 120.0 0.0 0.0 0.0 202 147.6 0.0058 0.0 9.000 0.052 Vel = 3.32 202 136.72 4.26 0.0 10.000 31.254 to 120.0 0.0 0.0 0.0 203 284.32 0.0192 0.0 10.000 0.192 Vel = 6.40 203 137.28 4.26 T 26.334 76.370 31.446 to 120.0 2E 26.334 52.668 0.0 109 421.6 0.0398 0.0 129.038 5.131 Vel = 9.49 0.0 421.60 36.577 KFactor= 69.71 109 421.60 4.26 0.0 5.750 36.577 to 120.0 0.0 0.0 0.0 110 421.6 0.0397 0.0 5.750 0.228 Vel = 9.49 110 0.0 4.26 0.0 51.250 36.805 to 120.0 0.0 0.0 0.0 111 421.6 0.0398 0.0 51.250 2.038 Vel = 9.49 111 0.0 4.26 E 13.167 23.610 38.843 to 120.0 0.0 13.167 0.0 112 421.6 0.0398 0.0 36.777 1.463 Vel = 9.49 112 0.0 4.26 E 13.167 2.000 40.306 to 120.0 0.0 13.167 0.0 TOR 421.6 0.0398 0.0 15.167 0.603 Vel = 9.49 0.0 421.60 40.909 K Factor= 65.92 TOR 421.60 4.26 0.0 15.460 40.909 to 120.0 0.0 0.0 6.696 509 421.6 0.0397 0.0 15.460 0.614 Vel = 9.49 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Cal West Fire Protection Page 8 Cinepolis Carlsbad - Area B - Lobby Date Feb 2019 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 509 0.0 4.26 E 13.167 15.500 48.219 to 120.0 Fsp 0.0 13.167 9.713 * Fixed Loss = 3 BOR 421.6 0.0398 0.0 28.667 1.140 Vel = 9.49 0.0 421.60 59.072 K Factor= 54.85 BOR 421.60 4.26 E 17.512 5.580 59.072 to 140.0 0.0 17.512 0.468 UG5 421.6 0.0299 0.0 23.092 0.690 Vel = 9.49 UG5 0.0 6.16 E 20.084 4.330 60.230 to 140.0 0.0 20.084 1.875 UG4 421.6 0.0050 0.0 24.414 0.122 Vel = 4.54 UG4 0.0 5.86 E 17.893 2.000 62.227 to 150.0 0.0 17.893 0.0 UG3 421.6 0.0056 0.0 19.893 0.111 Vel = 5.02 UG3 0.0 5.86 3E 53.679 129.780 62.338 to 150.0 0.0 53.680 0.0 UG2 421.6 0.0056 0.0 183.460 1.021 Vel = 5.02 UG2 0.0 5.86 5E 89.466 73.500 63.359 to 150.0 S 40.899 134.199 0.0 UG1 421.6 0.0056 G 3.834 207.699 1.157 Vel = 5.02 UGI 0.0 6.16 T 43.037 36.910 64.516 to 140.0 G 4.304 47.341 5.000 * Fixed Loss = 5 SRC 421.6 0.0050 0.0 84.251 0.418 Vel = 4.54 100.00 Qa= 100.00 521.60 69.934 K Factor= 62.37 Computer Programs by Hydratec Inc. Revision: 50.52.1 - - Fire Protection by Computer Design Cal West Fire Protection 1113 N. Gates Street Santa Ana, CA 92703 714-497-7227 Job Name : Cinepolis Carlsbad I Area C - Kitchen Area.. Building : I Location : 3434 Via Mercato, Carlsbad, CA System : C Contract Data File : Cinepolis Carlsbad - Area C - Kitchen.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Cal West Fire Protection Page 1 Cinepolis Carlsbad - Area C - Kitchen Area Date Feb 2019 HYDRAULIC CALCULATIONS for Project name: Cinepolis Carlsbad - Area C - Kitchen Area Location: 3434 Via Mercato, Carlsbad, CA Drawing no: 1 Date: Feb 2019 Design Remote area number: C Remote area location: Kitchen Area Occupancy classification: Ordinary Hazard Group 2 Density: 0.15 - Gpm/SqFt Area of application: 1,500 - SqFt Coverage per sprinkler: 130 - SqFt Type of sprinklers calculated: Tyco - TYFRB 5.6 K 1/2" Pendent No. of sprinklers calculated: 25 In-rack demand: n/a - GPM Hose streams: 250 - GPM Total water required (including hose streams): 852.196 - GPM @ 62.76- Psi Type of system: Wet Volume of dry or preaction system: n/a - Gal Water supply information Date: 02-12-19 Location: 3434 Via Mercato Source: AAFSI (City of Carlsbad) Name of contractor: Cal West Fire Protection Address: 1113 N. Gates Street / / Santa Ana, CA 92703 Phone number: 714-497-7227 Name of designer: CWFP Authority having jurisdiction: Carlsbad Fire Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C Cal West Fire Protection Page 2 Cinepolis Carlsbad - Area C - Kitchen Area Date Feb 2019 City Water Supply: Demand: Cl - Static Pressure : 81.9 Di - Elevation : 16.618 C2 - Residual Pressure: 18 D2 - System Flow : 622.515 C2 - Residual Flow : 4221 D2 - System Pressure : 67.619 Hose (Demand ) :250 D3 - System Demand : 872.515 Safety Margin : 10.822 150 140 130 p120 R11° E10° 90 80 R 60 E5° 40 - 3 I - 20 Dl • I I I 10 I 500 1000 1500 2000 2500 3000 3500 4000 4500 FLOW (N" 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Diagram Cal West Fire Protection Page 3 Cinepolis Carlsbad - Area C - Kitchen Area Date Feb 2019 21 KITQHBt8 29.2 KI 301A 29.3 K2 3014- 301 58.6 21 K3 - 302C 1 I 43.3 22. KS - 302B 21.9 K6 - 302B I 43.3 22.4, 87.7 K4 - 3020.- 3028- K7 *- 302A 43.3 1 11211 I 11.1 186.6 24.7 744 I K14- K9 - K8 - 302.4- 302 49.5 186.6 22.3 46.5 95.6 K14- 3038- K12+- K13+- K144- 303A 22.3 70.1 1 I 95.0 193.6 24.3 73.1 I 19.6 K184- K17+- K164- K154- 3034- 303 48.6 98 29 58 K19+- K20#-. 3044- 304 58 23 K25<- 3058 23.9 72.2 125.7 K24+- 3058- K23+- K22+- K21+- 3054- 305 46.9 98.5 125.7 58.6 438.8 622.5 622.5 622.5 622.5 622.5 622.5 622.5 301 302 303 304 305 108 1094- 1104- 111 - 112 - TO8-- 5094- 808.- UG54- U044- UG34- UG24- t/G1 SRC 245.1 496.8 622.5 622.5 622.5 622.5 622.5 622.5 622.5 Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary Cal West Fire Protection Page 4 Cinepolis Carlsbad - Area C - Kitchen Area Date Feb 2019 Fitting Legend Abbrev. Name '/2 3/4 1 1'/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 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 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 Unit 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 / Flow Summary - STANDARD Cal West Fire Protection Cinepolis Carlsbad - Area C - Kitchen Area Page 5 Date Feb 2019 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. KITCHEN 9.0 5.6 14.0 na 20.95 0.15 130 14.0 L3 34.42 7.59 na Ki 34.54 K=K@L3 14.78 na 29.24 K2 34.54 K = K @ L3 14.87 na 29.33 301A 34.54 14.98 na K3 34.54 K = K @ L3 7.59 na 20.95 KS 34.54 K = K @ L3 8.78 na 22.54 K6 34.54 K = K @ L3 8.27 na 21.87 K4 34.54 K = K @ L3 8.65 na 22.37 302C 34.54 9.53 na 302B 34.54 9.67 na K7 34.54 K=K@L3 10.29 na 24.4 K10 34.54 K=K@L3 10.58 na 24.74 K9 34.54 K=K@L3 10.61 na 24.78 K8 34.54 K=K@L3 10.73 na 24.92 302A 34.54 11.92 na Kll 34.54 K = K @ L3 8.6 na 22.3 303B 3454 10.11 na K12 34.54 K=K@L3 10.14 na 24.22 K13 34.54 K = K @ L3 10.25 na 24.35 K14 34.54 K = K © L3 10.57 na 24.73 K18 34.54 K=K@L3 10.19 na 24.27 K17 34.54 K = K © L3 10.23 na 24.33 K16 34.54 K=K@L3 10.39 na 24.52 K15 34.54 K = K @ L3 10.73 na 24.92 303A 34.54 11.82 na K19 34.54 K = K @ L3 14.51 na 28.98 K20 34.54 K = K @ L3 14.61 na 29.07 304A 34.54 15.33 na K25 34.54 K = K @ L3 9.12 na 22.96 K24 34.54 K = K @ L3 9.9 na 23.93 305B 34.54 10.89 na K23 34.54 K = K @ L3 11.04 na 25.28 K22 34.54 K = K @ L3 12.02 na 26.37 K21 34.54 K=K@L3 12.76 na 27.17 305A 34.54 14.25 na 301 32.54 16.25 na 302 32.54 16.25 na 303 32.54 16.4 na 304 32.54 16.59 na 305 32.54 16.79 na 108 32.54 20.95 na 109 32.54 24.11 na 110 32.54 24.58 na 111 32.54 28.78 na 112 32.54 31.78 na TOR 32.54 33.02 na 509 17.08 40.98 na BOR 1.58 53.04 na UG5 0.5 54.93 na UG4 -3.83 57.05 na UG3 -3.83 57.28 na UG2 -3.83 59.38 na UG1 -3.83 61.76 na SRC -3.83 67.62 na 250.0 The maximum velocity is 17 and it occurs in the pipe between nodes 303A and 303 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams - 2007 Cal West Fire Protection Page 6 Cinepolis Carlsbad - Area C - Kitchen Area Date Feb 2019 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn KITCHEN 20.95 1.049 T 5.0 25.420 14.000 K Factor = 5.60 to 120.0 E 2.0 7.000 -11.009 L3 20.95 0.1418 0.0 32.420 4.598 Vel = 7.78 0.0 20.95 7.589 K Factor = 7.60 Ki 29.24 2.157 T 12.307 12.660 14.780 K Factor @ node L3 to 120.0 0.0 12.307 0.0 301A 29.24 0.0079 0.0 24.967 0.196 Vet = 2.57 0.0 29.24 14.976 K Factor = 7.56 K2 29.33 2.157 1 12.307 1.330 14.869 K Factor @ node L3 to 120.0 0.0 12.307 0.0 301A 29.33 0.0078 0.0 13.637 0.107 Vet = 2.58 301A 29.24 2.157 1 12.307 2.000 14.976 to 120.0 0.0 12.307 0.866 301 58.57 0.0284 0.0 14.307 0.407 Vet = 5.14 0.0 58.57 16.249 K Factor = 14.53 K3 20.95 1.049 T 5.0 6.660 7.589 K Factor @ node L3 to 120.0 E 2.0 7.000 0.0 302C 20.95 0.1418 0.0 13.660 1.937 Vel = 7.78 0.0 20.95 9.526 K Factor 6.79 KS 22.54 1.049 1 5.0 0.500 8.780 K Factor @ node L3 to 120.0 0.0 5.000 0.0 3028 22.54 0.1624 0.0 5.500 0.893 Vel = 8.37 0.0 22.54 9.673 K Factor = 7.25 K6 21.87 1.049 T 5.0 4.160 8.266 K Factor @ node L3 to 120.0 0.0 5.000 0.0 302B 21.87 0.1536 0.0 9.160 1.407 Vet = 8.12 0.0 21.87 9.673 K Factor = 7.03 K4 22.37 1.049 T 5.0 0.500 8.646 K Factor @ node L3 to 120.0 0.0 5.000 0.0 302C 22.37 0.1600 0.0 5.500 0.880 Vet = 8.30 302C 20.95 2.157 0.0 9.000 9.526 to 120.0 0.0 0.0 0.0 302B 43.32 0.0163 0.0 9.000 0.147 Vel = 3.80 302B 44.40 2.157 0.0 10.330 9.673 to 120.0 0.0 0.0 0.0 K7 87.72 0.0599 0.0 10.330 0.619 Vet = 7.70 K7 24.41 2.157 1 12.307 5.000 10.292 K Factor @ node L3 to 120.0 0.0 12.307 0.0 302A 112.13 0.0944 0.0 17.307 1.633 Vet = 9.84 0.0 112.13 11.925 K Factor= 32.47 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Cal West Fire Protection Page 7 Cinepolis Carlsbad - Area C - Kitchen Area Date Feb 2019 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn KIO 24.74 2.157 0.0 6.000 10.576 K Factor @ node L3 to 120.0 0.0 0.0 0.0 K9 24.74 0.0058 0.0 6.000 0.035 Vel = 2.17 K9 24.77 2.157 0.0 5.830 10.611 K Factor @ node L3 to 120.0 0.0 0.0 0.0 K8 49.51 0.0208 0.0 5.830 0.121 Vel = 4.35 K8 24.92 2.157 T 12.307 14.660 10.732 K Factor @ node L3 to 120.0 0.0 12.307 0.0 302A 74.43 0.0442 0.0 26.967 1.193 Vel = 6.53 302A 112.13 2.157 1 12.307 2.000 11.925 to 120.0 0.0 12.307 0.866 302 186.56 0.2420 0,0 14.307 3.462 Vel = 16.38 0.0 186.56 16.253 K Factor= 46.28 K11 22.30 1.049 T 5.0 4.500 8.597 K Factor @ node L3 to 120.0 0.0 5.000 0.0 303B 22.3 0.1593 0:0 9.500 1.513 Vel = 8.28 303B 0.0 2.157 0.0 6.000 10.110 to 120.0 0.0 0.0 0.0 K12 22.3 0.0047 0.0 6.000 0.028 Vel = 1.96 K12 24.22 2.157 0.0 6.000 10.138 K Factor @ node L3 to 120.0 0.0 0.0 0.0 K13 46.52 0.0185 0.0 6.000 0.111 Vel = 4.08 K13 24.35 2.157 0.0 8.000 10.249 K Factor @ node L3 to 120.0 0.0 0.0 0.0 K14 70.87 0.0404 0.0 8.000 0.323 Vel = 6.22 K14 24.73 2.157 T 12.307 5.500 10.572 K Factor @ node L3 to 120.0 0.0 12.307 0.0 303A 95.6 0.0703 0.0 17.807 1.251 Vel = 8.39 0.0 95.60 11.823 K Factor = 27.80 K18 24.28 2.157 0.0 8.000 10.186 K Factor @ node L3 to 120.0 0.0 0.0 0.0 K17 24.28 0.0055 0.0 8.000 0.044 Vel = 2.13 K17 24.32 2.157 0.0 8.000 10.230 K Factor @ node L3 to 120.0 0.0 0.0 0.0 K16 48.6 0.0201 0.0 8.000 0.161 Vel = 4.27 K16 24.52 2.157 0.0 8.000 10.391 K Factor @ node L3 to 120.0 0.0 0.0 0.0 K15 73.12 0.0428 0.0 8.000 0.342 Vel = 6.42 K15 24.92 2.157 1 12.307 2.500 10.733 K Factor @ node L3 to 120.0 0.0 12.307 0.0 303A 98.04 0.0736 0.0 14.807 1.090 Vel = 8.61 303A 95.60 2.157 T 12.307 2.000 11.823 to 120.0 0.0 12.307 0.866 303 193.64 0.2593 0.0 14.307 3.710 Vel = 17.00 0.0 193.64 16.399 K Factor = 47.82 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Cal West Fire Protection Page 8 Cinepolis Carlsbad -Area C - Kitchen Area Date Feb 2019 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn K19 28.98 2.157 0.0 12.000 14.513 K Factor @ node L3 to 120.0 0.0 0.0 0.0 K20 28.98 0.0078 0.0 12.000 0.093 Vet = 2.54 K20 29.06 2.157 T 12.307 13.500 14.606 K Factor @ node L3 to 120.0 0.0 12.307 0.0 304A 58.04 0.0279 0.0 25.807 0.720 Vel = 5.10 304A 0.0 2.157 T 12.307 2.000 15.326 to 120.0 0.0 12.307 0.866 304 58.04 0.0280 0.0 14.307 0.400 Vel = 5.10 0.0 58.04 16.592 KFactor= 14.25 K25 22.96 1.049 T 5.0 5.580 9.115 K Factor @ node L3 to 120.0 0.0 5.000 0.0 305B 22.96 0.1681 0.0 10.580 1.778 Vel = 8.52 0.0 22.96 10.893 K Factor= 6.96 K24 23.93 1.049 1 5.0 0.500 9.896 K Factor @ node L3 to 120.0 0.0 5.000 0.0 305B 23.93 0.1813 0.0 5.500 0.997 Vet = 8.88 305B 22.96 2.157 0.0 8.000 10.893 to 120.0 0.0 0.0 0.0 K23 46.89 0.0189 0.0 8.000 0.151 Vet = 4.12 K23 25.28 2.157 2E 12.307 11.000 11.044 K Factor @ node L3 to 120.0 0.0 12.307 0.0 K22 72.17 0.0417 0.0 23.307 0.973 Vel = 6.34 K22 26.36 2.157 0.0 10.000 12.017 K Factor @ node L3 to 120.0 0.0 0.0 0.0 K21 98.53 0.0743 0.0 10.000 0.743 Vel = 8.65 K21 27.17 2.157 T 12.307 0.500 12.760 K Factor @ node L3 to 120.0 0.0 12.307 0.0 305A 125.7 0.1165 0.0 12.807 1.492 Vel = 11.04 305A 0.0 2.157 T 12.307 2.000 14.252 to 120.0 0.0 12.307 0.866 305 125.7 0.1166 0.0 14.307 1.668 Vel= 11.04 0.0 125.70 16.786 K Factor= 30.68 301 58.57 4.26 0.0 4.100 16.249 to 120.0 0.0 0.0 0.0 302 58.57 0.0010 0.0 4.100 0.004 Vel = 1.32 302 186.56 4.26 0.0 10.000 16.253 to 120.0 0.0 0.0 0.0 303 245.13 0.0146 0.0 10.000 0.146 Vet = 5.52 303 193.64 4.26 0.0 4.500 16.399 to 120.0 0.0 0.0 0.0 304 438.77 0.0429 0.0 4.500 0.193 Vel = 9.88 304 58.04 4.26 0.0 3.620 16.592 to 120.0 0.0 0.0 0.0 305 496.81 0.0536 0.0 3.620 0.194 Vet = 11.18 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Cal West Fire Protection Page 9 Cinepolis Carlsbad - Area C - Kitchen Area Date Feb 2019 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe PV ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 305 125.71 4.26 T 26.334 24.580 16.786 to 120.0 0.0 26.334 0.0 108 622.52 0.0818 0.0 50.914 4.164 Vel= 14.01 0.0 622.52 20.950 K Factor = 136.01 108 622.52 4.26 0.0 38.700 20.950 to 120.0 0.0 0.0 0.0 109 622.52 0.0818 0.0 38.700 3.164 Vet = 14.01 109 0.0 4.26 0.0 5.750 24.114 to 120.0 0.0 0.0 0.0 110 622.52 0.0819 0.0 5.750 0.471 Vet = 14.01 110 0.0 4.26 0.0 51.250 24.585 to 120.0 0.0 0.0 0.0 111 622.52 0.0818 0.0 51.250 4.191 Vet = 14.01 111 0.0 4.26 E 13.167 23.610 28.776 to 120.0 0.0 13.167 0.0 112 622.52 0.0818 0.0 36.777 3.007 Vel = 14.01 112 0.0 4.26 E 13.167 2.000 31.783 to 120.0 0.0 13.167 0.0 TOR 622.52 0.0818 0.0 15.167 1.240 Vet = 14.01 0.0 622.52 33.023 K Factor = 108.33 TOR 622.52 4.26 0.0 15.460 33.023 to 120.0 0.0 0.0 6.696 509 622.52 0.0818 0.0 15.460 1.264 Vet = 14.01 509 0.0 4.26 E 13.167 15.500 40.983 to 120.0 Fsp 0.0 13.167 9.713 * Fixed Loss = 3 BOR 622.52 0.0818 0.0 28.667 2.344 Vet = 14.01 0.0 622.52 53.040 K Factor= 85.48 BOR 622.52 4.26 E 17.512 5.580 53.040 to 140.0 0.0 17.512 0.468 UG5 622.52 0.0615 0.0 23.092 1.420 Vet = 14.01 UG5 0.0 6.16 E 20.084 4.330 54.928 to 140.0 0.0 20.084 1.875 UG4 622.52 0.0102 0.0 24.414 0.249 Vel = 6.70 UG4 0.0 5.86 E 17.893 2.000 57.052 to 150.0 0.0 17.893 0.0 UG3 622.52 0.0115 0.0 19.893 0.228 Vet = 7.41 UG3 0.0 5.86 3E 53.679 129.780 57.280 to 150.0 0.0 53.680 0.0 UG2 622.52 0.0115 0.0 183.460 2.101 Vel = 7.41 UG2 0.0 5.86 5E 89.466 73.500 59.381 to 150.0 S 40.899 134.199 0.0 UGI 622.52 0.0115 G 3.834 207.699 2.379 Vel = 7.41 UG1 0.0 6.16 1 43.037 36.910 61.760 to 1 140.0 G 4.304 47.341 5.000 * Fixed Loss = 5 SRC 622.52 0.0102 0.0 84.251 0.859 Vel = 6.70 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Cal West Fire Protection Page 10 Cinepolis Carlsbad - Area C - Kitchen Area Date Feb 2019 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 250.00 Qa = 250.00 872.52 67.619 K Factor = 106.11 Computer Programs by Hydratec Inc. Revision: 50.52.1 - - Fire Protection by Computer Design Cal West Fire Protection 1113 N. Gates Street Santa Ana, CA 92703 714-497-7227 Job Name : Cinepolis Carlsbad -Area D - Projection Pod Building : I Location : 3434 Via Mercato, Carlsbad, CA System : D Contract Data File : Cinepolis Carlsbad - Area D - Projection Pod.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 N- Cal West Fire Protection Page 1 Cinepolis Carlsbad - Area D - Projection Pod Date Feb 2019 HYDRAULIC CALCULATIONS for Project name: Cinepolis Carlsbad - Auditorium 4 Location: 3434 Via Mercato, Carlsbad, CA Drawing no: 1 Date: Feb 2019 Design Remote area number: D Remote area location: Projection Pod Occupancy classification: Light Hazard Density: 0.10 - Gpm/SqFt Area of application: Single Line - SqFt Coverage per sprinkler: 225 - SqFt Type of sprinklers calculated: Tyco TY-FRB 5.6 1/2" Pendent No. of sprinklers calculated: 7 In-rack demand: n/a - GPM Hose streams: 100 -GPM Total water required (including hose streams): 257.179 - GPM @ 70.285 - Psi Type of system: Wet Volume of dry or preaction system: n/a - Gal Water supply information Date: 02-12-19 Location: 3434 Via Mercato Source: AAFSI (City of Carlsbad) Name of contractor: Cal West Fire Protection Address: 1113 N. Gates Street/ I Santa Ana, CA 92703 Phone number: 714-497-7227 Name of designer: CWFP Authority having jurisdiction: Carlsbad Fire Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C Cal West Fire Protection Page 2 Cinepolis Carlsbad - Area 0 - Projection Pod Date Feb 2019 City Water Supply: Demand: Cl - Static Pressure : 81.9 Dl - Elevation : 7.055 C2 - Residual Pressure: 18 D2 - System Flow :157.179 C2 - Residual Flow : 4221 D2 - System Pressure : 70.285 Hose (Demand) : 100 D3 - System Demand : 257.179 Safety Margin : 11.254 150 140 130 p120 R11° E10° 590 --:j- 80 D2----... U 70 60 D2 - R E 50 40 30_ _ 20 10 500 1000 1500 2000 2500 3000 3500 4000 4500 FLOW (N A 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Diagram Cal West Fire Protection Page 3 Cinepolis Carlsbad - Area D - Projection Pod Date Feb 2019 19.6 PODF- LA 19.6 59.4 103.4 157.2 157.2 157.2 157.2 157.2 157.2 157.2 157.2 157.2 157.2 P1 - P2 +- P3 . P4 P5 - P6 +- P7 - 405 404 +- 403 +- 402<- 401+- 107 +- 108<- 109<- 110<- 111 <- 1124- TOP(- 509 <-. BOR- UG5- UG4<- UG34-- UG2- UGI<- SRC 39.3 80.6 128.7 157.2 157.2 157.2 157.2 157.2 157.2 157.2 157.2 157.2 157.2 Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary Cal West Fire Protection Page 4 Cinepolis Carlsbad - Area D - Projection Pod Date Feb 2019 Filling Legend Abbrev. Name /z % 1 1% 11/2 2 21/2 3 31/ 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 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 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 Unit 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 S.. Pressure I Flow Summary - STANDARD Cal West Fire Protection Page 5 Cinepolis Carlsbad - Area D - Projection Pod Date Feb 2019 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. POD 9.0 5.6 12.25 na 19.6 0.1 196 7.0 L4 11.54 12.62 na P1 12.46 K = K@ L4 12.62 na 19.6 P2 12.46 K = K @ L4 12.71 na 19.67 P3 12.46 K = K @ L4 13.35 na 20.16 P4 12.46 K=K@L4 14.72 na 21.17 P5 12.46 K=K@L4 17.13 na 22.83 P6 12.46 K = K @ L4 20.95 na 25.25 P7 12.46 K = K @ L4 . 26.67 na 28.49 405 12.46 38.33 na 404 34.54 33.74 na 403 34.54 40.37 na 402 32.54 43.76 na 401 32.54 44.05 na 107 32.54 44.53 na 108 32.54 44.74 na 109 32.54 44.99 na 110 32.54 45.02 na 111 32.54 45.35 na 112 32.54 45.59 na TOR 32.54 45.68 na 509 17.08 52.48 na BOR 1.58 62.38 na UG5 0.5 62.95 na UG4 -3.83 64.85 na UG3 -3.83 64.87 na UG2 -3.83 65.03 na UGI -3.83 65.22 na SRC -3.83 70.29 na 100.0 The maximum velocity is 22.7 and it occurs in the pipe between nodes P7 and 405 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams - 2007 Cal West Fire Protection Page 6 Cinepolis Carlsbad - Area 0 - Projection Pod Date Feb 2019 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn POD 19.60 1.049 1 5.0 4.720 12.250 K Factor 5.60 to 120.0 E 2.0 7.000 -1.100 L4 19.6 0.1253 0.0 11.720 1.469 Vel = 7.28 0.0 19.60 12.619 K Factor = 5.52 P1 19.60 1.682 0.0 7.330 12.619 K Factor @ node L4 to 120.0 0.0 0.0 0.0 P2 19.6 0.0126 0.0 7.330 0.092 Vel = 2.83 P2 19.67 1.682 0.0 14.000 12.711 K Factor@ node L4 to 120.0 0.0 0.0 0.0 P3 39.27 0.0455 0.0 14.000 0.637 Vel = 5.67 P3 20.16 1.682 0.0 14.000 13.348 K Factor@ node L4 to 120.0 0.0 0.0 0.0 P4 59.43 0.0979 0.0 14.000 1.371 Vel = 8.58 P4 21.17 1.682 0.0 14.000 14.719 K Factor © node L4 to 120.0 0.0 0.0 0.0 P5 80.6 0.1720 0.0 14.000 2.408 Vel = 11.64 P5 22.83 1.682 0.0 14.000 17.127 K Factor@ node L4 to 120.0 0.0 0.0 0.0 P6 103.43 0.2729 0.0 14.000 3.821 Vel = 14.93 P6 25.25 1.682 0.0 14.000 20.948 K Factor @ node L4 to 120.0 0.0 0.0 0.0 P7 128.68 0.4088 0.0 14.000 5.723 Vel = 18.58 P7 28.50 1.682 E 4.95 14.750 26.671 K Factor @ node L4 to 120.0 0.0 4.950 0.0 405 157.18 0.5918 0.0 19.700 11.659 Vel= 22.70 0.0 157.18 38.330 KFactor= 25.39 405 157.18 2.157 E 6.153 22.080 38.330 to 120.0 0.0 6.153 -9.563 404 157.18 0.1762 0.0 28.233 4.976 Vel = 13.80 404 0.0 2.157 1 12.307 13.000 33.743 to 120.0 2E 12.307 24.614 0.0 403 157.18 0.1763 0.0 37.614 6.630 Vel = 13.80 403 0.0 2.157 T 12.307 2.000 40.373 to 120.0 0.0 12.307 0.866 402 157.18 0.1762 0.0 14.307 2.521 Vel = 13.80 402 0.0 3.26 E 9.408 2.870 43.760 to 120.0 0.0 9.408 0.0 401 157.18 0.0236 0.0 12.278 0.290 Vel = 6.04 401 0.0 4.26 T 26.334 48.830 44.050 to 120.0 0.0 26.334 0.0 107 157.18 0.0064 0.0 75.164 0.482 Vel= 3.54 0.0 157.18 44.532 KFactor= 23.55 107 157.18 4.26 0.0 32.080 44.532 to 120.0 0.0 0.0 0.0 108 157.18 0.0064 0.0 32.080 0.205 Vel = 3.54 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Cal West Fire Protection Page 7 Cinepotis Carlsbad - Area D - Projection Pod Date Feb 2019 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 108 0.0 4.26 0.0 38.700 44.737 to 120.0 0.0 0.0 0.0 109 157.18 0.0064 0.0 38.700 0.248 Vet = 3.54 109 0.0 4.26 0.0 5.750 44.985 to 120.0 0.0 0.0 0.0 110 157.18 0.0064 0.0 5.750 0.037 Vet = 3.54 110 0.0 4.26 0.0 51.250 45.022 to 120.0 0.0 0.0 0.0 111 157.18 0.0064 0,0 51.250 0.329 Vet = 3.54 111 0.0 4.26 E 13,167 23.610 45.351 to 120.0 0.0 13.167 0.0 112 157.18 0.0064 0.0 36.777 0.235 Vet = 3.54 112 0.0 4.26 E 13.167 2.000 45.586 to 120.0 0.0 13.167 0.0 TOR 157.18 0.0065 0.0 15.167 0.098 Vet = 3.54 0.0 157.18 45.684 KFactor= 23.25 TOR 157.18 4.26 0.0 15.460 45.684 to 120.0 0.0 0.0 6.696 509 157.18 0.0063 0.0 15.460 0.098 Vet = 3.54 509 0.0 4.26 E 13.167 15.500 52.478 to 120.0 Fsp 0.0 13.167 9.713 * Fixed Loss = 3 BOR 157.18 0.0064 0.0 28.667 0.184 Vet = 3.54 0.0 157.18 62.375 KFactor= 19.90 BOR 157.18 4.26 E 17.512 5.580 62.375 to 140.0 0.0 17.512 0.468 UGS 157.18 0.0048 0.0 23.092 0.111 Vet = 3.54 UGS 0.0 6.16 E 20.084 4.330 62.954 to 140.0 0.0 20.084 1.875 UG4 157.18 0.0008 0.0 24.414 0.020 Vet = 1.69 UG4 0.0 5.86 E 17.893 2.000 64.849 to 150.0 0.0 17.893 0.0 UG3 157.18 0.0009 0.0 19.893 0.018 Vet = 1.87 UG3 0.0 5.86 3E 53.679 129.780 64.867 to 150.0 0.0 53.680 0.0 UG2 157.18 0.0009 0.0 183.460 0.164 Vet = 1.87 UG2 0.0 5.86 SE 89.466 73.500 65.031 to 150.0 S 40.899 134.199 0.0 UGI 157.18 0.0009 G 3.834 207.699 0.187 Vet = 1.87 UG1 0.0 6.16 1 43.037 36.910 65.218 to 140.0 G 4.304 47.341 5.000 * Fixed Loss = 5 SRC 157.18 0.0008 0.0 84.251 0.067 Vet = 1.69 100.00 Qa = 100.00 257.18 70.285 K Factor= 30.68 Computer Programs by Hydratec Inc. Revision: 50.52.1 ... Fire Protection by Computer Design Cal West Fire Protection 1113 N. Gates Street Santa Ana, CA 92703 714-497-7227 Job Name : Cinepolis Carlsbad - Area D - Projection Pod Building : I Location : 3434 Via Mercato, Carlsbad, CA System : D Contract Data File : Cinepolis Carlsbad - Area D - Projection Pod.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Cal West Fire Protection Page 1 Cinepolis Carlsbad - Area D - Projection Pod Date Feb 2019 HYDRAULIC CALCULATIONS for Project name: Cinepolis Carlsbad - Auditorium 4 Location: 3434 Via Mercato, Carlsbad, CA Drawing no: 1 Date: Feb 2019 Design Remote area number: D Remote area location: Projection Pod Occupancy classification: Light Hazard Density: 0.10 - Gpm/SqFt Area of application: Single Line - SqFt Coverage per sprinkler: 225 - SqFt Type of sprinklers calculated: Tyco TY-FRB 5.6 1/2" Pendent No. of sprinklers calculated: 7 In-rack demand: n/a - GPM Hose streams: 100 -GPM Total water required (including hose streams): 257.179 - GPM @ 70.285 - Psi Type of system: Wet Volume of dry or preaction system: n/a - Gal Water supply information Date: 02-12-19 Location: 3434 Via Mercato Source: AAFSI (City of Carlsbad) Name of contractor: Cal West Fire Protection Address: 1113 N. Gates Street / / Santa Ana, CA 92703 Phone number: 714-497-7227 Name of designer: CWFP Authority having jurisdiction: Carlsbad Fire Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C Cal West Fire Protection Page 2 Cinepolis Carlsbad - Area D - Projection Pod Date Feb 2019 City Water Supply: Demand: Cl - Static Pressure : 81.9 Dl - Elevation : 7.055 C2 - Residual Pressure: 18 D2 - System Flow : 157.179 C2 - Residual Flow : 4221 D2 - System Pressure : 70.285 Hose ( Demand) : 100 D3 - System Demand : 257.179 Safety Margin : 11.254 150 140 130 p120 R"° E10° S90 Q80 D2 u 70 R 60 D - F 50 40 30 — ____ C2 _ 20 ___ 10 . 500 1000 1500 2000 2500 3000 3500 4000 4500 FLOW (N"1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Diagram Cal West Fire Protection Cinepolis Carlsbad - Area D - Projection Pod 19.6 POD- L4 Page 3 Date Feb 2019 19.6 59.4 103.4 157.2 157.2 157.2 157.2 157.2 157.2 157.2 157.2 157.2 157.2 P1 - P2 - P3 -. P4 +- P5 +- P6 4-PT 4-. 405+- 404+-. 403+- 402+- 401+- 107+-- 108+-- 109+-- 110+-- 111+-- 112+-- TOP(- 509+-- BOfl- (1G5*- UG4+- UG3+- UG2<- UGI<- SRC 39.3 80.6 128.7 157.2 157.2 157.2 157.2 157.2 157.2 157.2 157.2 157.2 157.2 Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary Cal West Fire Protection Page 4 Cinepolis Carlsbad - Area D - Projection Pod Date Feb 2019 Fitting Legend Abbrev. Name 1/2 % 1 1% 11/2 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 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 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 Unit 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 - STANDARD Cal West Fire Protection Page 5 Cinepolis Carlsbad - Area D - Projection Pod Date Feb 2019 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. POD 9.0 5.6 12.25 na 19.6 0.1 196 7.0 L4 11.54 12.62 na P1 12.46 K = K @ L4 12.62 na 19.6 P2 12.46 K = K @ L4 12.71 na 19.67 P3 12.46 K = K @ L4 13.35 na 20.16 P4 12.46 KK@L4 14.72 na 21.17 P5 12.46 K = K @ L4 17.13 na 22.83 P6 12.46 K = K @ L4 20.95 na 25.25 P7 12.46 K = K @ L4 26.67 na 28.49 405 12.46 38.33 na 404 34.54 33.74 na 403 34.54 40.37 na 402 32.54 43.76 na 401 32.54 44.05 na 107 32.54 44.53 na 108 32.54 44.74 na 109 32.54 44.99 na 110 32.54 45.02 na 111 32.54 45.35 na 112 32.54 45.59 na TOR 32.54 45.68 na 509 17.08 52.48 na BOR 1.58 62.38 na UG5 0.5 62.95 na UG4 -3.83 64.85 na UG3 -3.83 64.87 na UG2 -3.83 65.03 na UGI -3.83 65.22 na SRC -3.83 70.29 na 100.0 The maximum velocity is 22.7 and it occurs in the pipe between nodes P7 and 405 Computer Programs by Hydratec Inc. Revision: 50.52.1 S Final Calculations - Hazen-Williams - 2007 Cal West Fire Protection Page 6 Cinepolis Carlsbad - Area D - Projection Pod Date Feb 2019 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn POD 19.60 1.049 1 5.0 4.720 12.250 K Factor =5.60 to 120.0 E 2.0 7.000 -1.100 L4 19.6 0.1253 0.0 11.720 1.469 Vel = 7.28 0.0 19.60 12.619 K Factor= 5.52 P1 19.60 1.682 0.0 7.330 12.619 K Factor @ node L4 to 120.0 0.0 0.0 0.0 P2 19.6 0.0126 0.0 7.330 0.092 Vet = 2.83 P2 19.67 1.682 0.0 14.000 12.711 K Factor @ node L4 to 120.0 0.0 0.0 0.0 P3 39.27 0.0455 0.0 14.000 0.637 Vet = 5.67 P3 20.16 1.682 0.0 14.000 13.348 K Factor @ node L4 to 120.0 0.0 0.0 0.0 P4 59.43 0.0979 0.0 14.000 1.371 Vet = 8.58 P4 21.17 1.682 0.0 14.000 14.719 K Factor @ node L4 to 120.0 0.0 0.0 0.0 P5 80.6 0.1720 0.0 14.000 2.408 Vel = 11.64 P5 22.83 1.682 0.0 14.000 17.127 K Factor @ node L4 to 120.0 0.0 0.0 0.0 P6 103.43 0.2729 0.0 14.000 3.821 Vel = 14.93 P6 25.25 1.682 0.0 14.000 20.948 K Factor @ node L4 to 120.0 0.0 0.0 0.0 P7 128.68 0.4088 0.0 14.000 5.723 Vel = 18.58 P7 28.50 1.682 E 4.95 14.750 26.671 K Factor @ node L4 to 120.0 0.0 4.950 0.0 405 157.18 0.5918 0.0 19.700 11.659 Vel = 22.70 0.0 157.18 38.330 K Factor= 25.39 405 157.18 2.157 E 6.153 22.080 38.330 to 120.0 0.0 6.153 -9.563 404 157.18 0.1762 0.0 28.233 4.976 Vet = 13.80 404 0.0 2.157 T 12.307 13.000 33.743 to 120.0 2E 12.307 24.614 0.0 403 157.18 0.1763 0.0 37.614 6.630 Vet = 13.80 403 0.0 2.157 T 12.307 2.000 40.373 to 120.0 0.0 12.307 0.866 402 157.18 0.1762 0.0 14.307 2.521 VeI= 13.80 402 0.0 3.26 E 9.408 2.870 43.760 to 120.0 0.0 9.408 0.0 401 157.18 0.0236 0.0 12.278 0.290 Vet = 6.04 401 0.0 4.26 1 26.334 48.830 44.050 to 120.0 0.0 26.334 0.0 107 157.18 0.0064 0.0 75.164 0.482 Vet = 3.54 0.0 157.18 44.532 KFactor 23.55 107 157.18 4.26 0.0 32.080 44.532 to 120.0 0.0 0.0 0.0 108 157.18 0.0064 0.0 32.080 0.205 Vet = 3.54 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Cal West Fire Protection Page 7 Cinepolis Carlsbad - Area D - Projection Pod Date Feb 2019 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 108 0.0 4.26 0.0 38.700 44.737 to 120.0 0.0 0.0 0.0 109 157.18 0.0064 0.0 38.700 0.248 Vel = 3.54 109 0.0 4.26 0.0 5.750 44.985 to 120.0 0.0 0.0 0.0 110 157.18 0.0064 0,0 5.750 0.037 Vet = 3.54 110 0.0 4.26 0.0 51.250 45.022 to 120.0 0,0 0.0 0.0 111 157.18 0.0064 0.0 51.250 0.329 Vet = 3.54 111 0.0 4.26 E 13.167 23.610 45.351 to 120.0 0.0 13.167 0.0 112 157.18 0.0064 0.0 36.777 0.235 Vet = 3.54 112 0.0 4.26 E 13.167 2.000 45.586 to 120.0 0.0 13.167 0.0 TOR 157.18 0.0065 0.0 15.167 0.098 Vet = 3.54 0.0 157.18 45.684 K Factor= 23.25 TOR 157.18 4.26 0.0 15.460 45.684 to 120.0 0.0 0.0 6.696 509 157.18 0.0063 0.0 15.460 0.098 Vet = 3.54 509 0.0 4.26 E 13.167 15.500 52.478 to 120.0 Fsp 0.0 13.167 9.713 *Fixed Loss 3 BOR 157.18 0.0064 0.0 28.667 0.184 Vet = 3.54 0.0 157.18 62.375 KFactor= 19.90 BOR 157.18 4.26 E 17.512 5.580 62.375 to 140.0 0.0 17.512 0.468 UGS 157.18 0.0048 0.0 23.092 0.111 Vet = 3.54 UGS 0.0 6.16 E 20.084 4.330 62.954 to 140.0 0.0 20.084 1.875 UG4 157.18 0.0008 0.0 24.414 0.020 Vet = 1.69 UG4 0.0 5.86 E 17.893 2.000 64.849 to 150.0 0.0 17.893 0.0 UG3 157.18 0.0009 0.0 19.893 0.018 Vet = 1.87 UG3 0.0 5.86 3E 53.679 129.780 64.867 to 150.0 0.0 53.680 0.0 UG2 157.18 0.0009 0.0 183.460 0.164 Vet = 1.87 UG2 0.0 5.86 5E 89.466 73.500 65.031 to 150.0 S 40.899 134.199 0.0 UGI 157.18 0.0009 G 3.834 207.699 0.187 Vet = 1.87 UGI 0.0 6.16 1 43.037 36.910 65.218 to 140.0 G 4.304 47.341 5.000 * Fixed Loss = 5 SRC 157.18 0.0008 0.0 84.251 0.067 Vet = 1.69 100.00 Qa= 100.00 257.18 70.285 K Factor= 30.68 Computer Programs by Hydratec Inc. Revision: 50.52.1 - - - Fire Protection by Computer Design Cal West Fire Protection 1113 N. Gates Street Santa Ana, CA 92703 714-497-7227 Job Name Cinepolis Carlsbad -'Area E - Upper Riser Building : 1 Location 3434 Via Mercato, Carlsbad, CA System : E Contract Data File : Cinepolis Carlsbad - Area E - Upper Riser.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Cal West Fire Protection Page 1 Cinepolis Carlsbad - Area E - Upper Riser Date Feb 2019 HYDRAULIC CALCULATIONS for Project name: Cinepolis Carlsbad - Area E - Upper Riser Location: 3434 Via Mercato, Carlsbad, CA Drawing no: 1 Date: Feb 2019 Design Remote area number: E Remote area location: Upper Riser Occupancy classification: Ordinary Hazard Group 2 Density: 0.20 - GpmlSqFt Area of application: 1,500- SqFt Coverage per sprinkler: 130 - Sq Ft Type of sprinklers calculated: Tyco TY-FRB 5.6K 1/2' Pendent No. of sprinklers calculated: 17 In-rack demand: n/a - GPM Hose streams: 250 - GPM Total water required (including hose streams): 735.333 - GPM @ 68.369 - Psi Type of system: Wet Volume of dry or preaction system: n/a - Gal Water supply information Date: 02-12-19 Location: 3434 Via Mercato Source: AAFSI (City of Carlsbad) Name of contractor: Cal West Fire Protection Address: 1113 N. Gates Street / / Santa Ana, CA 92703 Phone number: 714-497-7227 Name of designer: CWFP Authority having jurisdiction: Carlsbad Fire Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C Cal West Fire Protection Page 2 Cinepolis Carlsbad - Area E - Upper Riser Date Feb 2019 City Water Supply: Demand: Cl - Static Pressure : 81.9 Dl - Elevation : 5.102 C2 - Residual Pressure: 18 D2 - System Flow : 485.333 C2 - Residual Flow : 4221 02 - System Pressure : 68.369 Hose (Demand) : 250 03 - System Demand : 735.333 Safety Margin : 11.010 150 140 130 120 R11° E10° 90 S80 U 70 R 60 3 E 50 40 30 - _ C2 _ 20 - .I 10 •Di. _____________________________________________ I 500 1000 1500 2000 2500 3000 3500 4000 4500 FLOW (N " 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Diagram Cal West Fire Protection Cinepolis Carlsbad - Area E - Upper Riser 26 UPPRL5 Page 3 Date Feb 2019 26.2 26.2 53.6 84.5 Cl 5018- 5014-. C2 - 501(2- 5018- C3 - 5014- 501 26.2 53.6 53.6 84.5 31 31 63.1 C4 4- 502(2- 5028- C5 - 502A- 502 31 63.1 26 26 53.2 84.1 C6 i- 5038- 5030- Cl 503(2- 5038- C8 - 5034- 503 26 53.2 53.2 84.t I 231.7 26 26 53.3 84.3 I C9 - 5048- 504- dO4- 504(2- 5048- C14-. 5044. 504 26 53.3 53.3 84. I 316 26.1 26.1 53.5 84.6 I C124- 5055- 5054- C13<--. 5050-. 5058- C14+- 5054- 505 26.1 53.5 53.5 84. I 400,6 26.2 26.2 53.5 84.8 I C154- 5065- 5060- C164- 506(2- 5068- C174- 5064- 506 26.2 53.5 53.5 84.8 84.5 231.7 400.6 485.3 485.3 485.3 485.3 485.3 501€- 502€- 503€. 504€- 5054- 506€- 507€- 508€- 509€- BOft- UG5- UG4€. UG3- UGZ- UGI+- SRC 147.6 316 485.3 485.3 485.3 485.3 485.3 Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary Cal West Fire Protection Page 4 Cinepolis Carlsbad - Area E - Upper Riser Date Feb 2019 Fitting Legend Abbrev. Name % % 1 1% 1% 2 21/2 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 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 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 Unit 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 / Flow Summary - STANDARD Cal West Fire Protection Page 5 Cinepolis Carlsbad - Area E - Upper Riser Date Feb 2019 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. UPPER 9.0 5.6 21.56 na 26.0 0.2 130 7.0 L5 11.46 22.6 na Cl 7.95 KK@L5 22.94 na 26.19 501E 7.95 23.89 na 5010 9.7 23.93 na C2 9.7 K = K @ L5 25.13 na 27.41 501C 9.7 27.61 na 501B 11.46 30.0 na C3 11.46 K = K @ L5 31.89 na 30.88 501A 11.46 34.58 na C4 9.7 K = K @ L5 32.2 na 31.03 502C 9.7 33.37 na 502B 11.46 33.71 na C5 11.46 K = K @ L5 34.4 na 32.07 502A 11.46 35.97 na C6 7.95 K = K @ L5 22.6 na 26.0 503E 7.95 23.72 na 5030 9.7 23.75 na C7 9.7 K = K @ L5 24.74 na 27.2 503C 9.7 27.92 na 503B 11.46 30.14 na C8 11.46 K = K @ L5 32.01 na 30.94 503A 11.46 34.67 na C9 7.95 K = K @ L5 22.67 na 26.04 504E 7.95 23.79 na 5040 9.7 23.82 na dO 9.7 K = K @ L5 24.81 na 27.24 504C 9.7 28.0 na 504B 11.46 30.24 na Cli 11.46 K=K@L5 32.1 na 30.98 504A 11.46 34.78 na C12 7.95 K=KcL5 22.84 na 26.13 505E 7.95 23.96 na 5050 9.7 24.0 na C13 9.7 K = K @ L5 25.0 na 27.34 505C 9.7 28.21 na 505B 11.46 30.46 na C14 11.46 K=K@L5 32.34 na 31.1 505A 11.46 35.03 na C15 7.95 K=K@L5 22.88 na 26.16 506E 7.95 24.07 na 506D 9.7 24.12 na C16 9.7 K = K @ L5 25.06 na 27.38 506C 9.7 28.48 na 506B 11.46 30.74 na C17 11.46 K=K@L5 32.63 na 31.24 506A 11.46 35.33 na 501 12.16 37.56 na 502 12.16 37.58 na 503 12.16 37.62 na 504 12.16 37.74 na 505 12.16 38.02 na 506 12.16 38.33 na 507 12.16 41.84 na 508 17.08 40.64 na 509 17.08 45.27 na BOR 1.58 56.46 na UGS 0.5 57.82 na UG4 -3.83 59.86 na UG3 -3.83 60.0 na UG2 -3.83 61.33 na UG1 -3.83 62.83 na Computer Programs by Hydratec Inc. Revision: 50.52.1 FIov Summary - Standard Cal West Fire Protection Page 6 Cinepolis Carlsbad - Area E - Upper Riser Date Feb 2019 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. SRC -3.83 68.37 na 250.0 The maximum velocity is 19.9 and it occurs in the pipe between nodes C2 and 501C Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams - 2007 Cal West Fire Protection Page 7 Cinepolis Carlsbad - Area E - Upper Riser Date Feb 2019 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn UPPER 26.00 1.049 T 5.0 3.000 21.556 K Factor = 5.60 to 120.0 E 2.0 7.000 -1.065 L5 26.0 0.2114 0.0 10.000 2.114 Vet = 9.65 0.0 26.00 22.605 K Factor= 5.47 Cl 26.19 1.049 E 2.0 2.420 22.940 K Factor @ node L5 to 120.0 0.0 2.000 0.0 501E 26.19 0.2145 0.0 4.420 0.948 Vet = 9.72 501 0.0 1.049 E 2.0 1.750 23.888 to 120.0 0.0 2.000 -0.758 501D 26.19 0.2144 0.0 3.750 0.804 Vel = 9.72 501D 0.0 1.049 0.0 5.580 23.934 to 120.0 0.0 0.0 0.0 C2 26.19 0.2142 0.0 5.580 1.195 Vet = 9.72 C2 27.42 1.049 E 2.0 1.080 25.129 K Factor @ node L5 to 120.0 0.0 2.000 0.0 501C 53.61 0.8065 0.0 3.080 2.484 Vet = 19.90 501C 0.0 1.049 E 2.0 1.910 27.613 to 120.0 0.0 2.000 -0.762 501B 53.61 0.8061 0.0 3.910 3.152 Vet = 19.90 501B 0.0 1.38 0.0 8.910 30.003 to 120.0 0.0 0.0 0.0 C3 53.61 0.2121 0.0 8.910 1.890 Vet = 11.50 C3 30.88 1.38 E 3.0 2.460 31.893 K Factor @ node L5 to 120.0 0.0 3.000 0.0 501A 84.49 0.4921 0.0 5.460 2.687 Vet = 18.12 501A 0.0 1.38 1 6.0 0.670 34.580 to 120.0 0.0 6.000 -0.303 501 84.49 0.4919 0.0 6.670 3.281 Vet = 18.12 0.0 84.49 37.558 KFactor= 13.79 C4 31.03 1.049 E 2.0 2.000 32.202 K Factor @ node L5 to 120.0 0.0 2.000 0.0 502C 31.03 0.2932 0.0 4.000 1.173 Vet = 11.52 502C 0.0 1.049 E 2.0 1.750 33.375 to 120.0 0.0 2.000 -0.762 502B 31.03 0.2931 0.0 3.750 1.099 Vet = 11.52 502B 0.0 1.38 0.0 8.910 33.712 to 120.0 0.0 0.0 0.0 C5 31.03 0.0772 0.0 8.910 0.688 Vet = 6.66 C5 32.08 1.38 E 3.0 2.460 34.400 K Factor @ node L5 to 120.0 0.0 3.000 0.0 502A 63.11 0.2868 0.0 5.460 1.566 Vet = 13.54 502A 0.0 1.38 T 6.0 0.670 35.966 to 120.0 0.0. 6.000 -0.303 502 63.11 0.2867 0.0 6.670 1.912 Vet = 13.54 0.0 63.11 37.575 KFactor= 10.30 Computer Programs by Hydratec Inc. Revision: 50.52.1 Fin Calculations - Hazen-Williams Cal West Fire Protection Page 8 Cinepolis Carlsbad - Area E - Upper Riser Date Feb 2019 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C',or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn C6 26.00 1.049 E 2.0 3.250 22.605 K Factor @ node L5 to 120.0 0.0 2.000 0.0 503E 26.0 0.2114 0.0 5.250 1.110 Vel = 9.65 503E 0.0 1.049 E 2.0 1.750 23.715 to 120.0 0.0 2.000 -0.758 503D 26.0 0.2115 0.0 3.750 0.793 Vel = 9.65 503D 0.0 1.049 0.0 4.660 23.750 to 120.0 0.0 0.0 0.0 C7 26.0 0.2114 0.0 4.660 0.985 Vel = 9.65 C7 27.20 1.049 E 2.0 2.000 24.735 K Factor @ node L5 to 120.0 0.0 2.000 0.0 503C 53.2 0.7950 0.0 4.000 3.180 Vel = 19.75 503C 0.0 1.049 E 2.0 1.760 27.915 to 120.0 0.0 2.000 -0.762 503B 53.2 0.7949 0.0 3.760 2.989 Vel = 19.75 503B 0.0 1.38 0.0 8.910 30.142 to 120.0 0.0 0.0 0.0 C8 53.2 0.2091 0.0 8.910 1.863 Vel = 11.41 C8 30.93 1.38 E 3.0 2.460 32.005 K Factor @ node L5 to 120.0 0.0 3.000 0.0 503A 84.13 0.4883 0.0 5.460 2.666 Vel = 18.05 503A 0.0 1.38 1 6.0 0.670 34.671 to 120.0 0.0 6.000 -0.303 503 84.13 0.4883 0.0 6.670 3.257 Vel = 18.05 0.0 84.13 37.625 KFactor= 13.72 C9 26.04 1.049 E 2.0 3.250 22.673 K Factor @ node L5 to 120.0 0.0 2.000 0.0 504E 26.04 0.2120 0.0 5.250 1.113 Vel = 9.67 504E 0.0 1.049 E 2.0 1.750 23.786 to 120.0 0.0 2.000 -0.758 504D 26.04 0.2120 0.0 3.750 0.795 Vel = 9.67 504D 0.0 1.049 0.0 4.660 23.823 to 120.0 0.0 0.0 0.0 C10 26.04 0.2120 0.0 4.660 0.988 Vel = 9.67 C10 27.24 1.049 E 2.0 2.000 24.811 K Factor @ node L5 to 120.0 0.0 2.000 0.0 504C 53.28 0.7972 0.0 4.000 3.189 Vel = 19.78 504C 0.0 1.049 E 2.0 1.760 28.000 to 120.0 0.0 2.000 -0.762 504B 53.28 0.7973 0.0 3.760 2.998 Vel = 19.78 504B 0.0 1.38 0.0 8.910 30.236 to 120.0 0.0 0.0 0.0 Cli 53.28 0.2097 0.0 8.910 1.868 Vel = 11.43 Cli 30.98 1.38 E 3.0 2.460 32.104 K Factor@ node L5 to 120.0 0.0 3.000 0.0 504A 84.26 0.4896 0.0 5.460 2.673 Vet = 18.07 504A 0.0 1.38 T 6.0 0.670 34.777 to 120.0 0.0 6.000 -0.303 504 84.26 0.4897 0.0 6.670 3.266 Vet = 18.07 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Cal West Fire Protection Page 9 Cinepotis Carlsbad - Area E - Upper Riser Date Feb 2019 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C',or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 84.26 37.740 K Factor= 13.72 C12 26.13 1.049 E 2.0 3.250 22.838 K Factor @ node L5 to 120.0 0.0 2.000 0.0 505E 26.13 0.2133 0.0 5.250 1.120 Vet = 9.70 505E 0.0 1.049 E 2.0 1.750 23.958 to 120.0 0.0 2.000 -0.758 505D 26.13 0.2136 0.0 3.750 0.801 Vet = 9.70 505D 0.0 1.049 0.0 4.660 24.001 to 120.0 0.0 0.0 0.0 C13 26.13 0.2135 0.0 4.660 0.995 Vet = 9.70 C13 27.34 1.049 E 2.0 2.000 24.996 K Factor @ node L5 to 120.0 0.0 2.000 0.0 505C 53.47 0.8025 0.0 4.000 3.210 Vet = 19.85 505C 0.0 1.049 E 2.0 1.760 28.206 to 120.0 0.0 2.000 -0.762 505B 53.47 0.8027 0.0 3.760 3.018 Vet = 19.85 505B 0.0 1.38 0.0 8.910 30.462 to 120.0 0.0 0.0 0.0 C14 53.47 0.2111 0.0 8.910 1.881 Vet = 11.47 C14 31.10 1.38 E 3.0 2.460 32.343 K Factor @ node L5 to 120.0 0.0 3.000 0.0 505A 84.57 0.4930 0.0 5.460 2.692 Vet = 18.14 505A 0.0 1.38 T 6.0 0.670 35.035 to 120.0 0.0 6.000 -0.303 505 84.57 0.4930 0.0 6.670 3.288 Vet = 18.14 0.0 84.57 38.020 K Factor= 13.72 C15 26.16 1.049 E 2.0 3.580 22.878 K Factor @ node L5 to 120.0 0.0 2.000 0.0 506E 26.16 0.2138 0.0 5.580 1.193 Vet = 9.71 506E 0.0 1.049 E 2.0 1.750 24.071 to 120.0 0.0 2.000 -0.758 506D 26.16 0.2139 0.0 3.750 0.802 Vet = 9.71 506D 0.0 1.049 0.0 4.420 24.115 to 120.0 0.0 0.0 0.0 C16 26.16 0.2138 0.0 4.420 0.945 Vet = 9.71 C16 27.37 1.049 E 2.0 2.250 25.060 K Factor @ node L5 to 120.0 0.0 2.000 0.0 506C 53.53 0.8042 0.0 4.250 3.418 Vet = 19.87 506C 0.0 1.049 E 2.0 1.760 28.478 to 120.0 0.0 2.000 -0.762 506B 53.53 0.8043 0.0 3.760 3.024 Vet = 19.87 506B 0.0 1.38 0.0 8.910 30.740 to 120.0 0.0 0.0 0.0 C17 53.53 0.2116 0.0 8.910 1.885 Vet = 11.48 C17 31.24 1.38 E 3.0 2.460 32.625 K Factor @ node L5 to 120.0 0.0 3.000 0.0 506A 84.77 0.4951 0.0 5.460 2.703 Vet = 18.18 Computer Programs by Hydratec Inc. Revision: 50.52.1 FirThI Calculations - Hazen-Williams Cal West Fire Protection Page 10 Cinepolis Carlsbad - Area E - Upper Riser Date Feb 2019 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. ..C1.or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 506A 0.0 1.38 T 6.0 0.670 35.328 to 120.0 0.0 6.000 -0.303 506 84.77 0.4951 0.0 6.670 3.302 Vet = 18.18 0.0 84.77 38.327 K Factor = 13.69 501 84.49 4.26 0.0 8.330 37.558 to 120.0 0.0 0.0 0.0 502 84.49 0.0020 0.0 8.330 0.017 Vet = 1.90 502 63.10 4.26 0.0 8.660 37.575 to 120.0 0.0 0.0 0.0 503 147.59 0.0058 0.0 8.660 0.050 Vet = 3.32 503 84.14 4.26 0.0 8.750 37.625 to 120.0 0.0 0.0 0.0 504 231.73 0.0131 0.0 8.750 0.115 Vet = 5.22 504 84.26 4.26 0.0 12.000 37.740 to 120.0 0.0 0.0 0.0 505 315.99 0.0233 0.0 12.000 0.280 Vet = 7.11 505 84.57 4.26 0.0 8.500 38.020 to 120.0 0.0 0.0 0.0 506 400.56 0.0361 0.0 8.500 0.307 Vet = 9.02 506 84.77 4.26 E 13.167 54.830 38.327 to 120.0 0.0 13.167 0.0 507 485.33 0.0516 0.0 67.997 3.508 Vet = 10.92 507 0.0 4.26 E 13.167 4.920 41.835 to 120.0 0.0 13.167 -2.131 508 485.33 0.0516 0.0 18.087 0.934 Vet = 10.92 508 0.0 4.26 T 26.334 50.250 40.638 to 120.0 E 13.167 39.501 0.0 509 485.33 0.0516 0.0 89.751 4.630 Vet = 10.92 0.0 485.33 45.268 KFactor= 72.13 509 485.33 4.26 E 13.167 15.500 45.268 to 120.0 Fsp 0.0 13.167 9.713 * Fixed Loss = 3 BOR 485.33 0.0516 0.0 28.667 1.479 Vet = 10.92 0.0 485.33 56.460 K Factor = 64.59 BOR 485.33 4.26 E 17.512 5.580 56.460 to 140.0 0.0 17.512 0.468 UG5 485.33 0.0388 0.0 23.092 0.896 Vet = 10.92 UG5 0.0 6.16 E 20.084 4.330 57.824 to 140.0 0.0 20.084 1.875 UG4 485.33 0.0064 0.0 24.414 0.157 Vet = 5.22 UG4 0.0 5.86 E 17.893 2.000 59.856 to 150.0 0.0 17.893 0.0 UG3 485.33 0.0072 0.0 19.893 0.144 Vet = 5.77 UG3 0.0 5.86 3E 53.679 129.780 60.000 to 150.0 0.0 53.680 0.0 UG2 485.33 0.0072 0.0 183.460 1.326 Vet = 5.77 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams Cal West Fire Protection Page 11 Cinepolis Carlsbad - Area E - Upper Riser Date Feb 2019 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 0.0 5.86 5E 89.466 73.500 61.326 to 150.0 S 40.899 134.199 0.0 UGI 485.33 0.0072 G 3.834 207.699 1.501 Vel = 5.77 UG1 0.0 6.16 T 43,037 36.910 62.827 to 140.0 G 4.304 47.341 5.000 * Fixed Loss = 5 SRC 485.33 0.0064 0.0 84.251 0.542 Vel = 5.22 250.00 Qa = 250.00 735.33 68.369 K Factor= 88.93 Computer Programs by Hydratec Inc. Revision: 50.52.1