HomeMy WebLinkAbout2023 CASSIA RD; BLDG 4; AS060235; Permit11/3/2020 AS060235 Permit Data
City of Carlsbad
Sprinkler Permit
Job Address: 2023 CASSIA RD
Permit Type: SPRINK
Parcel No: 2150202700
Lot #: 0
Reference No.:
Permit No: AS060235
Status: ISSUED
Applied 9/27/2006
Approved: 9/29/2006
Issued: 9/29/2006
PC #: Inspector:
Project Title: CASSIA HEIGHTS APTS, BLDG 4 FIRE SPRINKLER INSPECTIONS
112- Luj:;
Applicant:
LIFEGUARD FIRE PROTECTION
STEF
2605 TEMPLE HEIGHTS DR
OCEANSIDE, CA
760-806-9997
Owner:
CITY OF CARLSBAD
CALIFORNIA STATE ASSESSED
Fees ($) Add'I Fees ($) Total ($) Balance ($)
180 0 180 0
1/1
APPROVED 4$ BITTED
CARLSBA~Fl E DEPARTMENT-
Xocoz~~
LIFF=GUARD
FIRE, PROTECTIONJN'G. ,IWa
D APPROVED 140
APPROVED AS NOTED
Lii NOT APPROVED, RESUBMIT
CHECKING IS ONLY FOR COFORMA"
WITH THE DESIGN CON'EP1 uF THE
PRO.EOT AND COMPLIANCE WITH THE
INFORMAIlON GIVEN IN THE CONTRACT
DOCUMENTS. CONTRACTOR IS RESPONSIBLE
FOR H:ENStONS ro BE CONFIRMED
AD CORRELATED AT THE JO
SITE AND FOR COORDINATION OE TO
1KQF ALL TRADES
LIFEGUARD FIRE PROTECTION
2605 TEMPLE HEIGHTS DRIVE
SUITE "F"
OCEANSIDE, CA 92056
760-806-9997
Job Name CASSIA HIEGHTS APARTMENTS - BUILDING 4
Building BUILDING 4
Location : 2023 CASSIA ROAD
System
Contract
Data File : #4UNITCALC.WXF
LIFEGUARD FIRE PROTECTION Page
CASSIA HIEGHTS APARTMENTS - BUILDING 4 Date 8-17-06
HYDRAULIC DESIGN INFORMATION SHEET
Name - CASSIA HIEGHTS APARTMENTS Date - 8-16-06
Location - 2023 CASSIA ROAD
Building - BUILDING 4 System No. -
Contractor - LIFEGUARD FIRE PROTECTION Contract No. -
Calculated By - JEREMIAH BALCH Drawing No. -
Construction: ( ) Combustible ( ) Non-Combustible Ceiling Height 8'-0"
OCCUPANCY - Ri
Listed Flow at Start Point - 13
Listed Pres. at Start Point - 9.1
MAXIMUM LISTED SPACING 16 x 16
Domestic Flow Added - 0
Additional Flow Added - 0
Elevation at Highest Outlet -
Note:
Gpm System Type
Psi (X) Wet ( ) Dry
Deluge ( ) PreAction
Gpm Sprinkler or Nozzle
Gpm Make RELIABLE Model RFC43
Feet Size 1/2 K-Factor 4.3
Temperature Rating 165 F
S
Y
S
T
E
M
D
E
S
I
G
N
Type f Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Number of Sprinklers Flowing: ( )l ( )2 (X)4
)Other
)Specific Ruling Made by Date
Calculation Gpm Required 53.10 Psi Required 56.82 @ BR3
Summary C-Factor Used: Overhead Underground
W Water Flow Test:
A Date of Test - 8-3-06
T Time of Test - 8.40 am
E Static (Psi) - 90
R Residual (Psi) - 84
Flow (Gpm) - 1244
S Elevation -
Pump Data:
Rated Cap.
@ Psi
Elev.
Other
Tank or Reservoir:
Cap.
Elev.
Well
Proof Flow Gpm
P Location: HYDRANTS LOCATED IN PARKING LOT OF CASSIA HIEGHTS JOB SITE
P (SEE SITE PLAN
L Source of Information: BILL MARSH AND DARIEN MORAN OF LIFEGUARD FIRE
Y
Water Supply Curve (C)
LIFEGUARD FIRE PROTECTION Page 2
CASSIA HIEGHTS APARTMENTS - BUILDING 4 Date 8-17-06
City Water Supply:
Cl - Static Pressure : 81
C2 - Residual Pressure: 75.6
C2 - Residual Flow : 1244
150
140
130
P 120
R 110
E 100
S 90
R 60
E 50
40
30
20
10
200 400 600 800 1000 1200 1400 1600 1800
FLOW (NA 1.85)
Dl - Elevation : 8.519
D2 - System Flow : 53.0962
D2 - System Pressure : 66.402
Hose City)
Hose ( Demand)
03 - System Demand : 53.0962
Safety Margin : 14.582
-
-
-
-
-
Cl
C2 -
S 80
U 70
U
Dl
• .I I I I
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Diagram
LIFEGUARD FIRE PROTECTION
CASSIA HIEGHTS APARTMENTS - BUILDING 4
Page 3
Date 8-17-06
13.2 5.6 21.3
A 4-B +-C -.D 4-E i-F
26.2 7.8
31.8 21.7
C i-F i-G i-H i-J
53.1 21.7
31.4 53.1 53.1
G - J i- TR i- BR34- UG5- SRC3
53.1 53.1
Fittings Used Summary
LIFEGUARD FIRE PROTECTION Page 4
CASSIA HIEGHTS APARTMENTS - BUILDING 4 Date 8-17-06
Filling Legend
Abbrev. Name % 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 2
E 90 Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 0 0 0 I 1 1 1 2 2 3 4 5 6 7 8 10 11 12 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 T 9OFlowThruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 12 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Zwd Walls 709DCDA Filling generates a Fixed Loss Based on Flow
If
Computer Programs by..Hydratec Inc. Route 111 Windham N.H. USA 03087
1 16.67 4.3 9.4 na
2 16.67 4.3 9.14 na 3 16.67 4.3 9.7 na
4 16.67 4.3 9.88 na
A 17.67 9.53 na
B 17.67 9.67 na
C 17.67 10.16 na
D 17.67 10.08 na E 17.67 10.18 na
F 17.67 22.7 na
G 8.67 42.18 na H 8.67 44.13 na
J 8.67 46.53 na
TR 8.67 51.42 na
BR3 2.0 56.82 na
UG5 -3.0 59.03 na
SRC3 -3.0 66.4 na
13.18 1.0 9.1
13.0 1.0 9.14
13.4 1.0 9.1
13.52 1.0 9.1
Pressure / Flow Summary - STANDARD
LIFEGUARD FIRE PROTECTION
CASSIA HIEGHTS APARTMENTS - BUILDING 4
Node Elevation K-Fact Pt Pn
No. Actual
Page 5
Date 8-17-06
Flow Density Area Press
The maximum velocity is 17.89 and it occurs in the pipe between nodes F and G
Final Calculations - Standard
LIFEGUARD FIRE PROTECTION Page 6
CASSIA HIEGHTS APARTMENTS - BUILDING 4 Date 8-17-06
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv **** Notes ****
Point Qt Pf/UL Eqv. Ln. Total Pf Pn
1 13.18 1.101 IE 3.825 4.500 9.398 K Factor =4.30
to 150 IT 9.563 13.387 -0.433
A 13.18 0.0315 0.0 17.887 0.563 Vel = 4.44
0.0
13.18 9.528 K Factor = 4.27
2 13.00 1.101 2E 7.65 13.340 9.140 K Factor 4.30
to 150 1 1.0 18.212 -0.433
B 13.0 0.0306 IT 9.563 31.552 0.967 Vel = 4.38
0.0
13.00 9.674 KFactor= 4.18
3 13.40 1.101 1 3.825 11.670 9.704 K Factor 4.30
to 150 IT 9.563 13.387 -0.433
D 13.4 0.0324 0.0 25.057 0.813 Vel = 4.52
0.0
13.40 10.084 K Factor = 4.22
4 13.52 1.101 1 3.825 8.750 9.884 K Factor = 4.30
to 150 IT 9.563 13.387 -0.433
E 13.52 0.0330 0.0 22.137 0.730 Vel = 4.56
0.0
13.52 10.181 K Factor = 4.24
A 13.18 1.101 1 1.0 3.670 9.528
to 150 0.0 1.000 0.0
B 13.18 0.0313 0.0 4.670 0.146 Vel = 4.44
B 13.00 1.101 1 1.0 3.340 9.674
to 150 0.0 1.000 0.0
C 26.18 0.1120 0.0 4.340 0.486 Vel = 8.82
C -31.81 1.101 2R 2.0 9.830 10.160
to 150 0.0 2.000 0.0
D -5.63 -0.0064 0.0 11.830 -0.076 Vel = 1.90
0 13.40 1.101 2R 2.0 6.250 10.084
to 150 0.0 2.000 0.0
E 7.77 0.0118 0.0 8.250 0.097 Vel = 2.62
E 13.52 1.101 2T 19.125 122.830 10.181
to 150 22R 22.0 41.126 0.0
F 21.29 0.0764 0.0 163.956 12.521 Vel = 7.17
0.0
21.29 22.702 K Factor = 4.47
C 31.81 1.101 2T 19.125 53.000 10.160
to 150 6R 6.0 25.126 0.0
F 31.81 0.1605 0.0 78.126 12.542 Vel = 10.72
F 21.29 1.101 2E 7.65 10.830 22.702
to 150 2T 19.125 26.776 3.898
G 53.1 0.4142 0.0 37.606 15.577 Vel = 17.89
G -31.41 1.394 2T 19.046 53.000 42.177
to 150 6R 6.0 25.047 0.0
H 21.69 0.0251 0.0 78.047 1.956 Vel = 4.56
H 0.0 1.394 IT 9.523 73.000 44.133
to 150 13R 13.0 22.523 0.0
1 21.69 0.0251 0.0 95.523 2.393 Vel = 4.56
Final Calculations - Standard
LIFEGUARD FIRE PROTECTION Page 7
CASSIA HIEGHTS APARTMENTS. BUILDING 4 Date 8-17-06
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. or Ftngs Pe Pv ** Notes
Point Qt PfIUL Eqv. Ln. Total Pf Pn
0.0
21.69 46.526 K Factor = 3.18
G 31.41 1.394 IT 9.523 66.000 42.177
to 150 12R 12.0 21.523 0.0
J 31.41 0.047 00 87.523 4.349 Vel = 6.60
J 21.69 1.394 IT 9.523 21.000 46.526
to 150 1 4.762 16.284 0.0
TR 53.1 0.1313 2R 2.0 37.284 4.895 Vel = 11.16
TR 0.0 1.408 1 3.308 6.670 51.421
to 120 IZ 3.308 6.616 2.889
BR3 53.1 0.1889 0.0 13.286 2.510 Vel = 10.94
BR3 0.0 4.1 3E 43.601 12.500 56.820
to 140 0.0 43.601 2.166
UG5 . 53.1 0.0008 0.0 56.101 0.043 Vel = 1.29
UG5 0.0 4.23 5E 96.116 37.000 59.029
to 150 IT 38.446 138.406 7.270 * Fixed loss = 7.270
SRC3 53.1 0.0006 1 3.845 175.406 0.103 Vel = 1.21
IZwd 0.0
0.0
53.10 66.402 K Factor = 6.52