HomeMy WebLinkAbout6132 GATEWAY RD; ; FPC2018-0237; Permit(I C( of
PERMIT REPORT
ity
Carlsbad
Print Date: 10/19/2021 Permit No: FPC2018-0237
Job Address: 6132 GATEWAY RD, CARLSBAD, CA Status: Closed - Finaled
Permit Type: FIRE-Construction Commercial Work Class: Underground Fire
Parcel #: Track #: Applied: 07/30/2018
Valuation: $0.00 Lot #: Issued: 11/30/2018
Occupancy Group: Project #: DEV12023 Finaled Close Out: 07/29/2021
#of Dwelling Units: Plan #:
Bedrooms: Construction Type:
Bathrooms: Orig. Plan Check #: Inspector:
Plan Check #: Final Inspection:
Project Title: UPTOWN BRESSI RANCH
Description: UPTOWN BRESSI - UNDERGROUND BLDG #9
Applicant: FPContractor:
CAL-WEST FIRE PROTECTION SPECIALIST CAL-WEST FIRE PROTECTION
GONZALO PENA 8361 COMMONWEALTH AVE
8361 COMMONWEALTH AVE BUENA PARK, CA 90621-2525
BUENA PARK, CA 90621-2525 (714) 912-4552
(714) 912-4552
FEE AMOUNT
FIRE Plan Resub (3rd&Subsequent Submittal/hr) $136.00
FIRE Underground Piping with up to 4 Hyds/Risers $756.00
Total Fees: $892.00 Total Payments To Date: $892.00 Balance Due: $0.00
Fire Department Page 1 of 1
1635 Faraday Avenue, Carlsbad CA 92008-7314 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov
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- - Fire Protection by Computer Design
Cal-West Fire Protection
1113 N Gates St.
Santa Ana, Ca. 92703
866-374-9378
Job Name Uptown Bressi "Bldg. #9"
Building
Location : El Fuerte St. & Gateway Rd.
System
Contract : 18-099
Data File : Bldg. - 9.WXF
Computer Programs by Hydratec Inc. Revision: 50.52.1
Water Supply Curve C
Cal-West Fire Protection Page 1
Uptown Bressi Bldg. #9" Date 7.19.18
City Water Supply: Demand:
Cl - Static Pressure : 100 Dl -Elevation : 1.516
C2 - Residual Pressure: 20 D2 - System Flow : 500
C2 - Residual Flow : 2500 D2 - System Pressure : 15.505
Hose ( Demand)
D3 - System Demand : 500
Safety Margin : 80.421
150
140
130
p120
I 110
Cl
E10° --.
9
S
0
s 80
U 70
R 60
E 50
40
30 C2
:
:202________
306"600 900 1200 1500 1800 2100 2400 2700
FLOW (NA 1.85)
Computer Programs by Hydratec Inc. Revision: 50.52.1
Fittings Used Summary
Cal-West Fire Protection Page 2
Uptown Bressi "Bldg. #9" Date 7.19.18
Fitting Legend
Abbrev. Name '/z % I 1% 11/2 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 1345Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
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
I NFPA 139O' Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Zif Febco 876V 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 / Flow Summary - STANDARD
Cal-West Fire Protection Page 3
Uptown Bressi 'Bldg. #9" Date 7.19.18
Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Ri
BOR 0.5 0.0 na
UG1 -3.0 2.89 na
UG2 -3.0 4.85 na
UG3 -3.0 13.44 na
SRC -3.0 15.5 na
The maximum velocity is 12.15 and it occurs in the pipe between nodes UG2 and UG3
500.0
Computer Programs by Hydratec Inc. Revision: 50.52.1
Final Calculations - Hazen-Williams
Cal-West Fire Protection Page 4
Uptown Bressi "Bldg. #9" Date 7.19.18
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
BOR 500.00 4.26 E 13.167 12.000 0.0 Qa = 500.00
to 120.0 0.0 13.167 1.516
UG1 500.0 0.0545 0.0 25.167 1.372 VeI= 11.25
UG1 0.0 4.23 2F 15.379 18.000 2.888
to 150.0 E 19.223 34.603 0.0
UG2 500.0 0.0373 0.0 52.603 1.964 Vel = 11.42
UG2 0.0 4.1 3E 49.537 10.000 4.852
to 150.0 Zif 0.0 49.537 6.000 * * Fixed Loss = 6
UG3 500.0 0.0435 0.0 59.537 2.588 Vel = 12.15
UG3 0.0 4.23 G 3.845 13.000 13.440
to 150.0 1 38.446 42.290 0.0
SRC 500.0 0.0373 0.0 55.290 2.065 Vel = 11.42
0.0
500.00 15.505 K Factor = 126.98
Computer Programs by Hydratec Inc. Revision: 50.52.1