HomeMy WebLinkAbout2017 CASSIA RD; BLDG 3; AS060234; PermitJob Address: 2017 CASSIA RD
Permit Type: SPRINK
Parcel No: 2150202700
Lot #: 0
Status: ISSUED
Applied 9/27/2006
Approved: 9/29/2006
11/3/2020 AS060234 Permit Data
City of Carlsbad
Sprinkler Permit
Permit No: AS060234
Reference No.: Issued: 9/29/2006
PC #: Inspector:
Project Title: CASSIA HEIGHTS APTS BLDG. 3 FIRE SPRINKLER INSPECTIONS
Applicant:
LIFEGUARD FIRE PROTECTION
STE F
2605 TEMPLE HEIGHTS DR
OCEANSIDE7 CA
760-806-9997
Owner:
CITY OF CARLSBAD
CALIFORNIA STATE ASSESSED
Fees ($) Add'I Fees ($) Total ($) Balance ($)
180 0 180 0
1/1
LIFEGUARD
FIRE PROTECTION, INC.
.pp-
d6
APPROVED
APPROVED AS NOTED
1 D NOT APPROVED, RESUBMIT
APPROVED ?SfflbMITTED
CARLAAAD
LIFEGUARD FIRE PROTECTION
2605 TEMPLE HEIGHTS DRIVE
SUITE "F"
OCEANSIDE, CA 92056
760-806-9997
A5o~ozs+
Job Name : CASSIA HIEGHTS APARTMENTS - BUILDING 3
Building : BUILDING 3
Location : 2017 CASSIA ROAD
System
Contract
Data File : #3UNITCALC.WXF
CHECKING IS ONLY FOR CO1FORMAN
IITH HL OLSIGN CONCEPT jF THE
PROJECT AN",, COMPLIANCE WITH THE
INFORMATION GVEN IN THE CONTRACT
000UMENIS. CONTRACTOR IS RESPONSIBLE
FON DIMENSIONS TO BE CONFIRMED
Atm CORRELATED AT THE JOB
IIIE AND FOR COORDINATION OF TH
RK OF ALL TRADES.
LIFEGUARD FIRE PROTECTION
CASSIA HIEGHTS APARTMENTS - BUILDING 3
Page 1
Date 8-17-06
HYDRAULIC DESIGN INFORMATION SHEET
Name - CASSIA HIEGHTS APARTMENTS Date - 8-16-06
Location - 2017 CASSIA ROAD
Building - BUILDING 3 System No. - Contractor - LIFEGUARD FIRE PROTECTION Contract No. -
Calculated By - JEREMIAH BALCH Drawing No. -
Construction: ( ) Combustible ( ) Non-Combustible Ceiling Height 81 -0"
OCCUPANCY - Ri
S Type of Calculation: ( )NFPA
Y Number of Sprinklers Flowing:
S ( )Other
T C )Specific Ruling
E
13 Residential
( )l ( )2
Made by
( )NFPA 13R (X)NFPA 13D
(X)4
Date
N LiStLd Flow at Start Point - 13 Gpm System Type
Listed Pres. at Start Point - 9.1 Psi (X) Wet ( ) Dry
D MAXIMUM LISTED SPACING 16 x 16 C ) Deluge ( ) PreAction
E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle
S Additional Flow Added - 0 Gpm Make RELIABLE Model RFC43
I Elevation at Highest Outlet - Feet Size 1/2" K-Factor 4.3
G Note: Temperature Rating 165 F
N
Calculation Gpm Required 53.10 Psi Required 56.82 @ BR3
Summary C-Factor Used: Overhead Underground
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 8-3-06 Rated Cap. Cap.
T Time of Test - 8.40 am 8 Psi Elev.
E Static (Psi) - 90 Elev.
R Residual (Psi) - 84 Other Well
Flow (Gpm) - 1244 Proof Flow Gpm
S Elevation -
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 3 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
S80
U 70
R 60
E 50
40
30
20
10
200 400 600 800 1000 1200 1400 1600 1800
FLOW ( N' 1.85 )
- Dl - Elevation : 8.519
02 - System Flow : 53.0962
D2 - System Pressure : 66.410
Hose (Adj City)
Hose ( Demand)
03 - System Demand : 53.0962
Safety Margin : 14.574
-
-
-
Cl
Dl
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Diagram
LIFEGUARD FIRE PROTECTION Page 3
CASSIA HIEGHTS APARTMENTS - BUILDING 3 Date 8-17-06
13.2
I A
t
I 13.2
13 1
2 +-B
13.4
3 *-D
1
7.8
13.
4 -E
13.2 5.6 21.3
A +-B 4-C -,D *-E F
26.2 7.8
31.8 21.7
C F O H *-J
53.1 21.7
31.4
TR
53.1 53.1
G J - - 8R34- UG44- SRC4
53.1 53.1
Fittings Used Summary
LIFEGUARD FIRE PROTECTION Page 4
CASSIA HIEGHTS APARTMENTS - BUILDING 3 Date 8-17-06
Fitting Legend
Abbrev. Name 'A % 1 1% 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24
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 1 1 1 1 2 2 3 4 5 6 7 8 10 11 1 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 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 1 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 Watts 709DCDA Fitting generates a Fixed Loss Based on Flow
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
C 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
UG4 -3.0 59.03 na
SRC4 -3.0 66.41 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 Page 5
CASSIA HIEGHTS APARTMENTS - BUILDING 3 Date 8-17-06
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Rea.
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 3 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 1 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
D 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 VeI= 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
Finàl Calculations - Standard
LIFEGUARD FIRE PROTECTION Page 7 CASSIA HIEGHTS APARTMENTS - BUILDING 3 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
0.0
21.69 46.526 KFactor= 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 0.0497 0.0 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 8.500 56.820
to 140 0.0 43.601 2.166
UG4 53.1 0.0008 0.0 52.101 0.040 Vel = 1.29
UG4 0.0 4.23 5E 96.116 55.670 59.026
to 150 IT 38.446 138.406 7.270 * Fixed loss = 7.270
SRC4 53.1 0.0006 1 3.845 194.076 0.114 Vel = 1.21
lZwd 0.0
0.0
53.10 66.410 K Factor= 6.52