HomeMy WebLinkAbout2029 CASSIA RD; ; AS060238; Permit11/3/2020 AS060238 Permit Data
City of Carlsbad
Sprinkler Permit
Job Address: 2029 CASSIA RD
Permit Type: SPRINK
Parcel No: 2150202700
Lot #: 0
Reference No.:
Permit No: AS060238
Status: ISSUED
Applied 10/2/2006
Approved: 10/2/2006
Issued: 10/2/2006
PC #: Inspector:
Project Title: CASSIA HEIGHTS APTS. FIRE SPRINKLER INSPECTIONS
Applicant:
LIFEGUARD FIRE PROTECTION
STEF
2605 TEMPLE HEIGHTS DR
OCEANSIDE, CA
760-806-9997
Owner:
CITY OF CARLSBAD
CALIFORNIA STATE ASSESSED
Fees ($) Add'l Fees ($) Total ($) Balance ($)
180 0 180 0
1/1
A ~Cxo 02 3 3
LIFEGUARD
FI RF- PROTECTION, INC.
LIFEGUARD FIRE PROTECTION
2605 TEMPLE HEIGHTS DRIVE
SUITE "F"
OCEANSIDE, CA 92056
760-806-9997
Job Name CASSIA HIEGHTS APARTMENTS
Building : COMMON
Location : COMMON BUILDING UPRIGHTS
System
Contract
Data File : COMMON.UPS.WXF
LIFEGUARD FIRE PROTECTION Page
CASSIA HIEGHTS APARTMENTS Date 9-27-06
Hydraulic Design Information Sheet
Name - CASSIA HIEGHTS APARTMENTS Date - 9-27-06
Location - COMMON BUILDING UPRIGHTS
Building - COMMON System No. -
Contractor - LIFEGUARD FIRE PROTECTION INC. Contract No. -
Calculated By - JEREMIAH BALCH Drawing No. -
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height -
Occupancy - B/A3
S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 C ) 2 (
Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure
S Other
T Specific Ruling Made By
E
) 3 ( ) Ex.Haz.
Curve
Date
M Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle
Density - .10 (X) Wet Make RELIABLE
D Area Per Sprinkler - 130 MAX ( ) Dry Model F1FR
E Elevation at Highest Outlet - 17-6 ( ) Deluge Size 1/2"
S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6
I Rack Sprinkler Allowance - ( ) Other Temp.Rat.200
G Hose Allowance - Outside - 100
N
Note CALC.'D PER NFPA 13, 1999 EDITION, SECTION 7-2.3.2.4 & 7-2.3.2.5
Calculation Flow Required - 284.93 Press Required - 43.80 @ BR4
Summary C-Factor Used: Overhead Underground
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 8-3-06 Cap. -
T Time of Test - 8:40 am Rated Cap.- Elev.-
E Static Press - 90 @ Press -
R Residual Press - 84 Elev. - Well
Flow - 1244 Proof Flow
S Elevation -
U
P Location - HYDRANTS LOCATED ON CASSIA HIEGHTS JOB SITE
P (SEE SITE PLAN)
L Source of Information - BILL MARSH AND DARIEN MORAN @ LIFEGUARD FIRE
Y
C Commodity Class Location
O Storage Ht. Area Aisle W.
M Storage Method: Solid Piled % Palletized Rack
M
Single Row ( ) Conven. Pallet C ) Auto. Storage ( ) Encap.
S R ( ) Double Row C ) Slave Pallet ( ) Solid Shelf ( ) Non
T A ( ) Mult. Row C ) Open Shelf
O C
R K Flue Spacing Clearance:Storage to Ceiling
A Longitudinal Transverse
G
E Horizontal Barriers Provided:
Water Supply Curve (C)
LIFEGUARD FIRE PROTECTION Page 2
CASSIA HIEGHTS APARTMENTS Date 9-27-06
City Water Supply:
Cl - Static Pressure : 81
C2 - Residual Pressure: 75.6
C2 - Residual Flow : 1244
150
140
P 120
R 110
E 100
S 90
S 80
R 60
E 50
40
30
20
10
200 400 600 800 1000 1200 1400 1600 1800
FLOW ( N A 1.85)
Dl - Elevation : 5.700
02 - System Flow : 284.931
D2-System Pressure : 58.815
Hose (Adj City)
Hose (Demand) : 100
D3 - System Demand : 384.931
Safe y Margin : 21.568
- 130
-
Cl
t
rj
C2
U 70
2
2t ......... ..
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
now uiagram
LIFEGUARD FIRE PROTECTION Page 3
CASSIA HIEGI-ITS APARTMENTS Date 9-27-06
14.8
I 4-A
T
I 14.8
15.
2 4-B
14.8 46
A 4-B 4-3 4-4 *-C
30.1 63.3
17.6
$ 4-C 4-0
80.9
22
6 4-E
18.3
7 *-F
18.6
8 4-P i-G
t 36.
I 364 56,5
194 I
9 4-0 <-H
56.5
16.3
10*-I *-J
t 16.3'
I 16. 32.9
16.1 I 11 4-J 4-K
C 32.
I 32.V 50.1
17.1 I 12*-K +- 1,
50.1
17.1
13 *- M - N
C i7f
I 17.1 34.6
17.0 1
14+-N 4-0
t34.e
I 344 52.5
17.f 1
164-0 4-P
52.
I 262
23 I
16*-Q 4-R
23
80.9 159.4 262 284.9 384.9
0 *-E *-H *-i. *-P .-R 4-TR4-BR44--U064--SRC2
103 209.5 284.9 284.9
Fittings Used Summary
LIFEGUARD FIRE PROTECTION
CASSIA HIEGHTS APARTMENTS
Page
Date
4
9-27-06
Fitting Legend
Abbrev. Name 1 1% 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24
E 90r 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 I 2 2 3 4 5 6 7 8 10 11 1
1 90 Flow lhruTee 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 Watts 709DCDA Fitting generates a Fixed Loss Based on Flow
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
rressure / now oummary - o i iutircu
LIFEGUARD FIRE PROTECTION Page 5
CASSIA HIEGHTS APARTMENTS Date 9-27-06
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
1 10.16 5.6 7.0 no 14.82 .10 80 7.0
2 10.16 5.6 7.46 no 15.29 .10 80 7.0
A 10.16 7.21 no
B 10.16 7.47 no
3 10.16 5.6 8.08 no 15.92 .10 90 7.0
4 10.16 5.6 9.53 no 17.29 .10 90 7.0
5 10.16 5.6 9.89 no 17.61 .10 90 7.0
C 10.16 10.49 no
6 9.67 5.6 15.49 no 22.04 .10 90 7.0
7 10.08 5.6 10.72 no 18.34 .10 74 7.0
8 10.08 5.6 10.99 no 18.57 .10 74 7.0
F 10.08 11.8 no
9 10.08 5.6 12.19 no 19.55 .10 126 7.0
G 10.08 12.92 no
10 17.0 5.6 8.46 no 16.28 .10 114.750 7.0
I 17.5 8.57 no
11 17.0 5.6 8.85 no 16.66 .10 114.750 7.0
J 17.5 8.83 no
12 17.0 5.6 9.33 no 17.11 .10 114.750 7.0
K 17.5 9.77 no
13 17.0 5.6 9.31 no 17.09 .10 114.750 7.0
M 17.5 9.46 no
14 17.0 5.6 9.74 no 17.48 .10 114.750 7.0
N 17.5 9.74 no
15 17.0 5.6 10.27 no 17.94 .10 114.750 7.0
0 17.5 10.77 no
16 10.08 5.6 16.8 no 22.95 .10 126 7.0
Q 10.08 17.78 no
D 8.67 16.49 no
E 8.67 16.6 no
H 8.67 17.33 no
L 8.67 17.45 no
P 8.67 18.8 no
R 8.67 19.11 no
TR 8.67 31.05 no
BR4 2.0 43.81 no
UG6 -3.0 46.92 no 100.0
SRC2 -3.0 58.82 no
The maximum velocity is 23.98 and it occurs in the pipe between nodes R and TR
i-inai uaicuiations - tanaara
LIFEGUARD FIRE PROTECTION Page 6
CASSIA HIEGHTS APARTMENTS Date 9-27-06
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 14.82 1.08 IE 2.305 1.000 7.000 K Factor 5.60
to 120 0.0 2.305 0.0
A 14.82 0.0648 0.0 3.305 0.214 Vet = 5.19
0.0
14.82 7.214 K Factor = 5.52
2 15.29 1.408 0.0 1.000 7.456 K Factor =5.60
to 120 0.0 0.0 0.0
B 15.29 0.0190 0.0 1.000 0.019 Vet = 3.15
0.0
15.29 7.475 K Factor= 5.59
A 14.82 1.408 IT 6.617 8.000 7.214
to 120 0.0 6.617 0.0
B 14.82 0.0179 0.0 14.617 0.261 Vet = 3.05
B 15.29 1.408 1 3.308 5.830 7.475
to 120 0.0 3.308 0.0
3 30.11 0.0661 0.0 9.138 0.604 Vet = 6.20
3 15.91 1.408 0.0 10.000 8.079 K Factor =5.60
to 120 0.0 0.0 0.0
4 46.02 0.1451 0.0 10.000 1.451 Vel = 9.48
4 17.29 1.408 0.0 3.670 9.530 K Factor =5.60
to 120 0.0 0.0 0.0
C 63.31 0.2616 0.0 3.670 0.960 Vel = 13.05
0.0
63.31 10.490 KFactor= 19.55
5 17.61 1.08 IT 5.762 1.000 9.886 K Factor =5.60
to 120 0.0 5.762 0.0
C 17.61 0.0893 0.0 6.762 0.604 Vel = 6.17
C 63.31 1.408 1E 3.308 3.080 10.490
to 120 IT 6.617 9.925 0.645
D 80.92 0.4120 0.0 13.005 5.358 Vel = 16.67
0.0
80.92 16.493 KFactor= 19.93
6 22.04 1.408 1 3.308 8.340 15.490 K Factor = 5.60
to 120 IT 6.617 9.925 0.433
E 22.04 0.0372 0.0 18.265 0.679 Vet = 4.54
0.0
22.04 16.602 K Factor = 5.41
7 18.34 1.08 IT 5.762 5.500 10.722 K Factor =5.60
to 120 0.0 5.762 0.0
F 18.34 0.0961 0.0 11.262 1.082 Vel= 6.42
0.0
18.34 11.804 K Factor = 5.34
8 18.57 1.08 IT 5.762 2.500 10.992 K Factor 5.60
to 120 0.0 5.762 0.0
F 18.57 0.0983 0.0 8.262 0.812 Vet = 6.50
F 18.33 1.408 IT 6.617 5.000 11.804
to 120 0.0 6.617 0.0
G 36.9 0.0964 0.0 11.617 1.120 VeI= 7.60
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LIFEGUARD FIRE PROTECTION Page 7
CASSIA HIEGHTS APARTMENTS Date 9-27-06
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes ******
Point at Pf/UL Eqv. Ln. Total Pf Pn
0.0
36.90 12.924 KFactor= 10.26
9 19.55 1.08 IT 5.762 1.000 12.192 K Factor = 5.60
to 120 0.0 5.762 0.0
G 19.55 0.1083 0.0 6.762 0.732 Vel = 6.85
G 36.91 1.408 1 3.308 8.000 12.924
to 120 IT 6.617 9.925 0.611
H 56.46 0.2117 0.0 17.925 3.794 Vel = 11.63
0.0
56.46 17.329 K Factor 13.56
10 16.28 1.08 1E 2.305 2.000 8.456 K Factor =5.60
to 120 0.0 2.305 -0.217
16.28 0.0774 0.0 4.305 0.333 Vel = 5.70
0.0 1.408 0.0 12.080 8.572
to 120 0.0 0.0 0.0
J 16.28 0.0212 0.0 12.080 0.256 Vel = 3.35
0.0
16.28 8.828 K Factor= 5.48
11 16.66 1.408 IT 6.617 2.000 8.854 KFactor = 5.60
to 120 0.0 6.617 -0.217
J 16.66 0.0222 0.0 8.617 0.191 Vel = 3.43
J 16.29 1.408 0.0 12.080 8.828
to 120 0.0 0.0 0.0
K 32.95 0.0781 0.0 12.080 0.944 Vel = 6.79
0.0
32.95 9.772 KFactor 10.54
12 17.11 1.08 IT 5.762 2.000 9.332 K Factor 5.60
to 120 0.0 5.762 -0.217
K 17.11 0.0846 0.0 7.762 0.657 Vel = 5.99
K 32.94 1.408 1E 3.308 12.830 9.772
to 120 IT 6.617 9.925 3.824
L 50.05 0.1694 0.0 22.755 3.855 Vel = 10.31
0.0
50.05 17.451 KFactor 11.98
13 17.09 1.08 1 2.305 2.000 9.309 K Factor 5.60
to 120 0.0 2.305 -0.217
M 17.09 0.0846 0.0 4.305 0.364 Vel = 5.99
M 0.0 1.408 0.0 12.080 9.456
to 120 0.0 0.0 0.0
N 17.09 0.0232 0.0 12.080 0.280 Vel = 3.52
0.0
17.09 9.736 K Factor = 5.48
14 17.48 1.408 IT 6.617 2.000 9.744 K Factor = 5.60
to 120 0.0 6.617 -0.217
N 17.48 0.0243 0.0 8.617 0.209 Vel = 3.60
N 17.09 1.408 0.0 12.080 9.736
to 120 0.0 0.0 0.0
0 34.57 0.0854 0.0 12.080 1.032 Vel = 7.12
i-inai ualicuiations - ianaara
LIFEGUARD FIRE PROTECTION Page 8
CASSIA HIEGHTS APARTMENTS Date 9-27-06
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. or Ftng's Pe Pv ******* Notes
Point Qt PfIUL Eqv. Ln. Total Pf Pn
0.0
34.57 10.768 K Factor= 10.53
15 17.94 1.08 IT 5.762 2.000 10.267 K Factor = 5.60
to 120 0.0 5.762 -0.217
O 17.94 0.0925 0.0 7.762 0.718 Vel = 6.28
o 34.57 1.408 1 3.308 12.830 10.768
to 120 IT 6.617 9.925 3.824
P 52.51 0.1851 0.0 22.755 4.212 Val = 10.82
0.0
52.51 18.804 KFactor 12.11
16 22.95 1.08 IT 5.762 1.000 16.797 K Factor = 5.60
to 120 0.0 5.762 0.0
Q 22.95 0.1457 0.0 6.762 0.985 Vel = 8.04
Q 0.0 1.408 1 3.308 8.000 17.782
to 120 IT 6.617 9.925 0.611
R 22.95 0.0401 0.0 17.925 0.718 Vel = 4.73
0.0
22.95 19.111 KFactor 5.25
D 80.92 2.203 0.0 2.340 16.493
to 120 0.0 0.0 0.0
E 80.92 0.0466 0.0 2.340 0.109 Vel = 6.81
E 22.04 2.203 0.0 10.000 16.602
to 120 0.0 0.0 0.0
H 102.96 0.0727 0.0 10.000 0.727 Vet = 8.67
H 56.46 2.203 0.0 0.750 17.329
to 120 0.0 0.0 0.0
L 159.42 0.1627 0.0 0.750 0.122 Vel = 13.42
L 50.05 2.203 0.0 5.000 17.451
to 120 0.0 0.0 0.0
P 209.47 0.2706 0.0 5.000 1.353 Vel = 17.63
P 52.51 2.203 0.0 -- 0.750 18.804
to 120 0.0 0.0 0.0
R 261.98 0.4093 0.0 0.750 0.307 Vet = 22.05
R 22.95 2.203 1 6.819 18.160 19.111
to 120 0.0 6.819 0.0
TR 284.93 0.4780 0.0 24.979 11.940 Vet = 23.98
TR 0.0 2.203 1 6.819 7.000 31.051
to 120 1 6.819 13.638 2.889
BR4 284.93 0.4780 0.0 20.638 9.865 Vet = 23.98
BR4 0.0 4.1 3E 43.601 10.580 43.805
to 140 0.0 43.601 2.166
UG6 284.93 0.0174 0.0 54.181 0.945 Vet = 6.92
UG6 100.00 4.23 4E 76.893 81.500 46.916 Qa = 100
to 150 IT 38.446 119.183 7.280 * Fixed loss = 7.280
SRC2 384.93 0.0230 1 3.845 200.683 4.619 Vel = 8.79
lZwd 0.0
0.0
384.93 58.815 K Factor = 50.19
i-inai uaicuiavons - tanaara
LIFEQUARD FIRE PROTECTION
CASSIA HIEGHTS APARTMENTS
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv
Point at Pf/UL Eqv. Ln. Total Pf Pn
Page 9
Date 9-27-06
£,.AaA Notes ******