HomeMy WebLinkAbout3115 MELROSE DR; ; AS060153; Permit1/29/25,12:36 PM AS060153 Permit Data
City of Carlsbad
Sprinkler Permit
Permit No: AS060153
Job Address: 3115 MELROSE DR
Permit Type: SPRINK
Parcel No: 2218801300
Lot #: 0
Reference No.:
Status: ISSUED
Applied 6/27/2006
Approved: 6/26/2006
Issued: 6/26/2006
PC #: Inspector:
Project Title: OPUS POINT, LOT 25 FIRE SPRINKLER INSPECTIONS @
$60/EA
Applicant: Owner:
OPUS WEST CORP
4350 LA JOLLA VILLAGE DR #110
SAN DIEGO CA
Fees ($) Add'I Fees ($) Total ($) Balance ($)
180 0 180 0
about:blank 1/1
City of Carlsbad
08-15-2006 Fire Department Permit Permit No: AS060153
Job Address: 3115 MELROSE DR CBAD
Permit Type: SPRINK Subtype: COMM
Parcel No: 2218801300 Lot #: 0
Fire Dept Ref#: AS060153 Building Permit#: CB053439
Location:
Project Title: OPUS POINT, LOT 25
Description: FIRE SPRINKLER INSPECTIONS @ $60/EA
Contractor:
ADVANCE FIRE PROTECTION Phone: 714-526-2231
1451 W.• LAMBERT RD Fax:
LA HABRA, CA
90631
Status: ISSUED
Applied: 06/27/2006
Issued: 06/26/2006
Entered By: BSM
Total Fees: $180.00 Total Payments To Date: $0.00
#of Systems I
# of Additional Risers or Floors 0
Plan Check Fee $0.00
Additional Plan Check Fee $0.00
# of Heads 0 $0.00
Permit Fee $0.00
Additional Permit Fee $0.00
Re-Inspection Fee 0 $0.00
ByPass Meter Fee $0.00
ByPass Addtl Meter Fee $0.00
Other $180.00
Additional Fees $0.00
TOTAL PERMIT FEES $180.00
NOTICE: Please take NOTICE that approval of your project includes the 'Imposition' of fees, dedications, reservations, or other exactions hereafter collectively
referred to as"fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must
follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for
processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack,
review, set aside, void, or annul their imposition.
El
4 I(-Z3 ~6
APPROVED
410 APPROVED FS NOTED'
NOT APPROVED RESUBMIT
K!NG IS ONLY FOR CGFORMAN
THE D ES! G CGDOE I E THE
ELT AND CCPUANOE iH THE
IF3RftAflDD 0 IN THE CONTRACT
DOU"ETS. CCNTR,ACTCR IS RESPONSIBLE
Ffl LEDS!ODS ID BE CODFfRMED
:) GGPflLPJED AT TIE JOB
S, IF AD ftP COCNATION OF THE
IRKOF AL IRA&ES.
- - Fire Protection by Computer Design
Advance Fire Protection Co.
1451 West Lambert Road
La Habra CA 90631
Fax (562) 691-5482
562-691-0918
Job Name : OPUS POINT - LOT 25
Building : LOT 25
Location 3115 MELROSEDR.-CARLSBAD, CA.
System 2ND FLOOR
Contract : 06-0118
Data File : 06-0118.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Made By
System Type
(X) Wet
Dry
Deluge
Preaction
Other
Date
Sprinkler/Nozzle
Make RELIABLE
Model F1FR
Size " ORIFICE
K-Factor 5.62
Temp. Rat.155°F
Advance Fire Protection Co. Page
OPUS POINT - LOT 25 - Date 6-5-06
Hydraulic Design Information Sheet
Name - OPUS POINT Date - 6-5-06 Location - 3115 MELROSE DR.-CARLSBAD, CA.
Building - LOT 25 System No. - 2ND FLOOR
Contractor - ADVANCE FIRE PROTECTION Contract No. - 06-0118 Calculated By - MATT KRIVOLAVY Drawing No. - FP-3 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - 30' Occupancy - OFFICES
(X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 C ) 2 C ) 3 C ) Ex.Haz. NFPA 231 C ) NFPA 231C Figure Curve
Other
Specific Ruling
Area of Sprinkler Operation - 1500 SF
Density - .10 GPM
Area Per Sprinkler - 168 SF
Elevation at Highest Outlet - 29' AFF
Hose Allowance - Inside - 100 GPM
Rack Sprinkler Allowance - N/A
Hose Allowance - Outside - N/A
Note TWO HEADS CALCULATED OFF OF EVERY OUTLET FOR A TOTAL OF 18 HEADS
Calculation Flow Required - 330.93 Press Required - 103 At BOR Summary C-Factor Used: 120 Overhead 150 Underground
W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 1-18-06 Cap. -
T Time of Test - 9:18 AM Rated Cap.- Elev.-
E Static Press - 150 PSI @ Press -
R Residual Press - 140 PSI Elev. - Well
Flow - 2632 GPM Proof Flow
S Elevation - GRADE
U
P Location - EXISTING CITY WATER MAIN IN LIONSHEAD AVE.
P
L Source of Information - WATER FLOW TEST WITH MARK SODERGERG-CARLSBAD FIRE INS Y
C Commodity Class Location
O Storage Ht. Area Aisle W.
M Storage Method: Solid Piled % Palletized % Rack M
Single Row ( ) Conven. Pallet ( ) Auto. Storage C ) Encap.
S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf
O C
R K Flue Spacing Clearance:Storage to Ceiling
A Longitudinal Transverse
G
E Horizontal Barriers Provided:
S
Y
S
T
E
M
D
E
S
I
G
N
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
0 VANCE
FIRE PROTECTION CO, INC.
1451 W. Lambert Road
La Habra, CA 90631
(562)691.0918 voice (562) 6915482 fax
State License Number 259936
Witness of Flow
Job Name
Address 31 ctO Uo i-k9
City
Location of Hydrants r1O') .- 3(q0 L)00$1t)9ç
rA
Pitot Reading i; )ç2...
Orifice Size 2"b )c2
Static Pressure (0
Residual Pressure 140
Gallons Flowing 232 6f'V\
Witness i11!1,k_OD211E-
Title /& /fU5f3Lrcr612
Company C4iI5/P1n_12EP7
Date /a 3i4
Time
Water Supply Curve (C)
Advance Fire Protection Co. Page 2 OPUS POINT - LOT 25 Date 6-5-06 -
City Water Supply:
Cl - Static Pressure : 135 PSI
C2 - Residual Pressure: 126 PSI
C2 - Residual Flow : 2632 GPM
150
130
R 110
E 100
90
80
U 70
R6°
E 50
40
30
20
10
300 600 900 1200 1500 1800 2100 2400 2700
) FLOW (NA 1.85
Dl -Elevation : 12.560 PSI
D2 - System Flow : 330.94 GPM
D2 - System Pres re : 112.328 PSI
Hose(Demand)
: GPM
D3 - System Demand : 430.94 GPM
Safety Margin : 22.356 PSI
140et
- -
-
P 120DZ -
13
--Di
a .us.Li..s I I I
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Diagram .
Advance Fire Protection Co. Page 3
OPUS POINT - LOT 25 Date 6-5-06-
A 4- 16.80 C
3 - 16.96 C 4- 33.76 DBLE
1 - 59.99 2 -+ 25.49 3 - 8.27 4 4- 42.12 5 -. 77.81 6
T 59.99 1 77.81
7 -* 60.54 8 - 25.83 9 - 8.12 10 4- 42.16 11 4- 78.03 13
1 120.52
14 0.24 15 - 22.36 16 - 22.36 12 - 32.21 17
1 8.24 1 30.60
15 - 30.60 18
1 218.65
19 4- 24.38 20
C 87.91 t 243.03
21 30.13 22
-1 57.77 1 57.77
23 4- 29.01 24
C 28.77 1 28.77
25 4- 28.77 26
1 4- 59.99 7 4- 120.52 14 - 112.28 19 4- 87.91 21 4- 57.77 23 4- 28.77 25
6 4- 77.81 13 4- 155.8417 4- 188.05 18 4- 218.6520 4- 243.0322
26 - 28.77 24 4- 57.77 22 4- 330.93 27
C 330.93 C 126.55
28 4- 18.99 29
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Diagram
1 18.99 1 18.99
30 <- 19.15 31
.1. 38.14 C 38.14
27 166.2432
33 <-. 24.08 34
.L 24.08 C 24.08
35 -. 24.28 36
.- 48.37 C 48.37
37 <- 25.00 38
39 <- 19.47 40
C 107.08
41 - 33.72 42
1' 330.93 C 126.55
28 - 18.99 30 -4 38.14 27 +- 126.55 39
C 8.99 1 19.15 1 66.24 t 19.47
29 - 18.9931 - 38.1432 - 204.38413
1 223.85
34 - 24.08 36 - 48.37 38 +-. 73.36 43
+.- 107.08 4 1 .- 73.36 37 - 48.37 35 #- 24.08 33
<- 223.85 43
1 297.21
<-. 297.21 42 -. 330.93 44 *- 330.93 TOR2 4_. 330.93 BOR2 4- 430.94 UG 430.94 CITY
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Summary
Advance Fire Protection Co.
OPUS POINT - LOT 25
Fitting Legend
Abbrev. - Name
Page 4
Date 6-5-06
A Generic Alarm Va
B Generic Butterfly Valve
C Roll Groove Coupling
D Dry Pipe Valve
E 90 Standard Elbow
F 45' Elbow
G Gate Valve
K Detector Check Valve
L Long Turn Elbow
M Medium Turn Elbow
Q Flow Control Valve
S Swing Check Valve
T 90' Flow thru Tee
V Detector Check Valve
W Wafer Check Valve
Z Flow Switch
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Summary
Advance Fire Protection Co.
OPUS POINT - LOT 25
Page 5
Date 6-5-06
Unadjusted Fittings Table
1/2 3/4 1 1 1/4 1 1/2 2 21/2 3 3 1/2 4
A 7.7 21.5 17.0 B 7.0 10.0 12.0
C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 D 9.5 17.0 28.0
E 1.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 F 1.0 1.0 1.0 1.0 2.0 1.8 2.2 2.6 3.0 3.4 G 1.0 1.0 1.0 . 1.0 2.0 K 14.0 14.0 L 1.0 1.0 1.7 2.0 2.0 3.5 4.3 5.0 5.0 6.8 M 2.0 2.0 3.0 3.0 4.0 5.0 6.0 6.0 8.0 Q 18.0 29.0 35.0 S 4.0 5.0 5.0 7.0 9.0 11.0 14.0 16.0 19.0 22.0 T 3.0 4.0 5.0 6.0 8.0 10.0 12.0 15.0 17.0 20.0 V 14.0 14.0 w 10.3 Z 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0
5 6 8 10 12 14 16 18 20 24
A 17.0 27.0 29.0
B 9.0 10.0 12.0 19.0 21.0
C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 D 47.0
E 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 F 4.2 5.0 5.0 11.0 . 13.0 17.0 19.0 21.0 24.0 28.0 G 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 11.0 13.0 K 36.0 55.0 45.0
L 8.5 10.0 13.0 16.0 18.0 24.0 27.0 30.0 34.0 40.0 M 10.0 12.0 16.0 19.0 22.0
Q 33.0
S 27.0 32.0 45.0 55.0 65.0 76.0 87.0 98.0 109.0 130.0 T 25.0 30.0 35.0 50.0 60.0 71.0 81.0, 91.0 101.0 121.0 V 36.0 55.0 45.0
W 13.1 ' 31.8 35.8 27.4
Z 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure I Flow Summary - STANDARD
Advance Fire Protection Co. Page 6
OPUS POINT - LOT 25 Date 6-5-06
Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req.
A 27.0 5.62 8.94 na 16.8 .1 168 8.94
B 27.0 5.62 9.1 na 16.96 .1 168 8.94 C 29.0 9.87 na
29.0 28.68 na
2 29.0 K=K@DBLE 12.27 na 34.5
3 29.0 K=K@DBLE 11.75 na 33.76
4 29.0 K=K@DBLE 11.82 na 33.85
5 29.0 K=K@DBLE 13.13 na 35.69
7 29.0 29.11 na
8 29.0 K = K @ DBLE 12.42 na 34.7
9 29.0 K=K@DBLE 11.89 na 33.95
10 29.0 K =K@DBLE 11.95 na 34.04
11 29.0 K =K@DBLE 13.27 na 35.87
14 29.0 30.66 na
15 29.0 30.87 na
16 29.0 30.74 na
12 29.0 K =K@DBLE 30.71 na 54.57
19 29.0 32.77 na
21 29.0 33.47 na
23 29.0 33.88 na
25 29.0 33.99 na
6 29.0 36.47 na
13 29.0 36.73 na
17 29.0 37.68 na
18 29.0 38.81 na
20 29.0 40.04 na
26 29.0 43.86 na
24 29.0 43.9 na
22 29.0 44.23 na
28 29.0 58.88 na
30 29.0 58.82 na
27 29.0 58.64 na
33 29.0 61.77 na
35 29.0 61.69 na
37 29.0 61.41 na
39 29.0 60.01 na
41 29.0 60.88 na
29 29.0 63.44 na
31 29.0 63.46 na
32 29.0 63.53 na
40 29.0 64.79 na
34 29.0 68.86 na
36 29.0 68.89 na
38 29.0 69.0 na
43 29.0 69.33 na
42 29.0 73.39 na
44 29.0 74.5 na
TOR2 12.5 91.87 na
BOR2 0.0 103.01 na 100.0
UG 0.0 103.05 na
CITY 0.0 112.33 na
The maximum velocity is 15.33 and it occurs in the pipe between nodes 11 and 13
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
Advance Fire Protection Co. Page 7
OPUS POINT - LOT 25 Date 6-5-06
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. licit or Ftng's Pe Pv Notes ******
Point Qt Pf/UL Eqv. Ln. Total Pf Fin
A 16.80 1.049 2E 2.000 10.000 8.940 K Factor =5.62
to 120 IT 5.000 9.000 -0.866
C 16.8 0.0943 19.000 1.791 Ve! = 6.237
0.0
16.80 9.865 KFactor= 5.35
B 16.96 1.049 1E 2.000 10.000 9.102 K Factor = 5.62
to 120 IT 5.000 7.000 -0.866
C 16.96 0.0959 17.000 1.631 Vel = 6.296
C 16.80 1.049 IT 5.000 0.500 9.865
to 120 5.000 0.0
DBLE 33.76 0.3427 5.500 1.885 Ve! = 12.533
0.0
33.76 11.750 K Factor = 9.85
1 -59.99 1.442 IT 7.432 70.420 28.682
to 120 7.432 0.0
2 -59.99 -0.2108 77.852 -16.414 Vel= 11.785
2 34.50 1.442 12.000 12.270 K Factor @ node DBLE
to 120 0.0 0.0
3 -25.49 -0.0433 12.000 -0.519 Ve! = 5.008
3 33.76 1.442 12.000 11.751 K Factor @ node DBLE
to 120 0.0 0.0
4 8.27 0.0054 12.000 0.065 Ye! = 1.625
4 33.85 1.442 12.000 11.815 K Factor @ node DBLE
to 120 0.0 0.0
5 42.12 0.1096 12.000 1.315 Ye! = 8.275
5 35.69 1.442 IT 7.432 61.000 13.130 K Factor @ node DBLE
to 120 7.432 0.0
6 77.81 0.3411 68.432 23.344 Ye! = 15.286
0.0
77.81 36.474 K Factor = 12.88
7 -60.54 1.442 IT 7.432 70.420 29.109
to 120 7.432 0.0
8 -60.54 -0.2144 77.852 -16.693 Ye!= 11.893
8 34.71 1.442 12.000 12.418 K Factor @ node DBLE
to 120 0.0 0.0
9 -25.83 -0.0443 12.000 -0.532 Yel = 5.074
9 33.95 1.442 12.000 11.886 K Factor @ node DBLE
to 120 0.0 0.0
10 8.12 0.0052 12.000 0.063 Ye! = 1.595
10 34.04 1.442 12.000 11.948 K Factor @ node DBLE
to 120 0.0 0.0
11 42.16 0.1098 12.000 1.317 Ve1= 8.282
11 35.87 1.442 IT 7.432 61.000 13.266 K Factor @ node DBLE
to 120 7.432 0.0
13 78.03 0.3429 68.432 23.466 Ye! = 15.329
0.0
78.03 36.732 KFactor= 12.87
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
Advance Fire Protection Co. Page 8
OPUS POINT - LOT 25 Date 6-5-06
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/UL Eqv. Ln. Total Pf Pn
14 8.24 1.682 2T 9.900 61.420 30.664
to 120 19.799 0.0
15 8.24 0.0025 81.219 0.206 Vel= 1.190
15 -30.60 1.682 8.000 30.870
to 120 0.0 0.0
16 -22.36 -0.0160 8.000 -0.128 Vet = 3.229
16 0.0 1.442 1.000 30.742
to 120 0.0 0.0
12 -22.36 -0.0340 1.000 -0.034 Vel = 4.393
12 54.57 1.442 IT 7.432 97.000 30.708 K Factor @ node DBLE
to 120 7.432 0.0
17 32.21 0.0667 104.432 6.968 Vel = 6.328
0.0
32.21 37.676 K Factor = 5.25
15 30.60 1.442 1E 3.716 119.750 30.870
to 120 IT 7.432 11.148 0.0
18 30.6 0.0607 130.898 7.943 Vel = 6.011
0.0
30.60 38.813 K Factor = 4.91
19 24.38 1.442 2T 7.432 167.500 32.769
to 120 14.864 0.0
20 24.38 0.0399 182.364 7.268 Vet = 4.790
0.0
24.38 40.037 KFactor= 3.85
21 30.13 1.442 2T 7.432 167.500 33.471
to 120 14.864 0.0
22 30.13 0.0590 182.364 10.754 Vet = 5.919
0.0
30.13 44.225 KFactor= 4.53
23 29.01 1.442 2T 7.432 167.500 33.877
to 120 14.864 0.0
24 29.01 0.0550 182.364 10.026 Vel = 5.699
0.0
29.01 0 43.903 K Factor = 4.38
25 28.77 1.442 2T 7.432 167.500 33.989
to 120 14.864 0.0
26 28.77 0.0541 182.364 9.873 Vel = 5.652
0.0
28.77 43.862 K Factor = 4.34
1 59.99 2.157 14.420 28.682
to 120 0.0 0.0
7 59.99 0.0297 14.420 0.428 Vet = 5.267
7 60.53 2.157 14.420 29.109
to 120 0.0 0.0
14 120.52 0.1078 14.420 1.555 Vet = 10.582
14 -8.24 2.157 22.250 30.664
to 120 0.0 0.0
19 112.28 0.0946 22.250 2.105 Vet = 9.858
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
Advance Fire Protection Co. Page 9
OPUS POINT - LOT 25 Date 6-5-06
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. licit or Ftng's Pe Pv Notes
Point Qt Pf/UL Eqv. Ln. Total Pf Pn
19 -24.37 2.157 11.670 32.769
to 120 0.0 0.0
21 87.91 0.0602 11.670 0.702 Vel = 7.718
21 -30.14 2.157 14.670 33.471
to 120 0.0 0.0
23 57.77 0.0277 14.670 0.406 Vel = 5.072
23 -29.00 2.157 14.670 33.877
to 120 0.0 0.0
25 28.77 0.0076 14.670 0.112 Vel = 2.526
0.0
28.77 33.989 K Factor = 4.93
6 77.81 2.635 14.420 36.472
to 120 0.0 0.0
13 77.81 0.0181 14.420 0.261 Vel = 4.578
13 78.03 2.635 14.420 36.733
to 120 0.0 0.0
17 155.84 0.0655 14.420 0.944 Vel= 9.169
17 32.21 2.635 12.250 37.677
to 120 0.0 0.0
18 188.05 0.0927 12.250 1.135 Vel = 11.064
18 30.60 2.635 10.000 38.812
to 120 0.0 0.0
20 218.65 0.1225 10.000 1.225 Vel = 12.864
20 24.38 2.635 IT 16.474 11.670 40.037
to 120 16.474 0.0
22 243.03 0.1489 28.144 4.191 Vel = 14.298
0.0
243.03 44.228 KFactor 36.54
26 28.77 2.635 14.670 43.860
to 120 0.0 0.0
24 28.77 0.0029 14.670 0.042 Vel = 1.693
24 29.00 2.635 IT 16.474 14.670 43.902
to 120 16.474 0.0
22 57.77 0.0104 31.144 0.325 Vel= 3.399
22 273.16 3.26 2L 6.720 120.500 44.227
to 120 IT 20.159 33.599 0.0
27 330.93 0.0935 154.099 14.408 Vel = 12.720
0.0
330.93 58.635 KFactor= 43.22
28 18.99 1.442 2T 7.432 167.000 58.875
to 120 14.864 0.0
29 18.99 0.0251 181.864 4.566 Vel= 3.731
0.0
18.99 63.441 KFactor= 2.38
30 19.15 1.442 2T 7.432 167.000 58.824
to 120 . 14.864 0.0
31 19.15 0,0255 181.864 4.637 Vel = 3.762
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
Advance Fire Protection Co. Page 10 OPUS POINT - LOT 25 Date 6-5-06
Hyd. Qa Die. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv '"' Notes
Point Qt Pf/UL Eqv. Ln. Total Pf Pn
0.0
19.15 63.461 K Factor = 2.40
27 166.24 3.26 IT 20.159 167.000 58.635
to 120 P20.159 0.0
32 166.24 0.0262 187.159 4.896 Vel = 6.390
0.0
166.24 63.531 KFactor= 20.86
33 24.08 1.442 2T 7.432 167.000 61.773
to 120 14.864 0.0
34 24.08 0.0390 181.864 7.084 Vet = 4.731
0.0
24.08 68.857 K Factor = 2.90
35 24.28 1.442 2T 7.432 167.000 61.694
to 120 14.864 0.0
36 24.28 0.0396 181.864 7.194 Vel= 4.770
0.0
24.28 68.888 K Factor = 2.93
37 25.00 1.442 2T 7.432 167.000 61.407
to 120 14.864 0.0
38 25.0 0.0418 181.864 7.593 Vel = 4.911
0.0
25.00 69.000 K Factor = 3.01
39 19.47 1.442 2T 7.432 167.000 60.013
to 120 14.864 0.0
40 19.47 0.0263 181.864 4.782 Vel = 3.825
0.0
19.47 64.795 KFactor = 2.42
41 33.72 1.442 2E 3.716 150.000 60.879
to 120 2T 7.432 22.296 0.0
42 33.72 0.0726 172.296 12.513 Vel = 6.624
0.0
33.72 73.392 K Factor = 3.94
28 -18.99 2.157 14.670 58.875
to 120 0.0 0.0
30 -18.99 -0.0035 14.670 -0.052 Vel = 1.667
30 -19.15 2.157 14.670 58.824
to 120 0.0 0.0
27 -38.14 -0.0128 14.670 -0.188 Vel = 3.349
27 164.69 2.157 11.670 58.635
to 120 0.0 0.0
39 126.55 0.1180 11.670 1.377 VeI= 11.111
39 -19.47 2.157 10.000 60.013
to 120 0.0 0.0
41 107.08 0.0866 10.000 0.866 Vel = 9.402
41 -33.72 2.157 12.250 60.879
to 120 0.0 0.0
37 73.36 0.0430 12.250 0.527 Vet = 6.441
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
Advance Fire Protection Co. Page 11
OPUS POINT - LOT 25 Date 6-5-06
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C' or Ftng's Pe Pv Notes
Point Qt P€/UL Eqv. Ln. Total Pf Pn
37 -24.99 2.157 14.420 61.407
to 120 0.0 0.0
35 48.37 0.0199 14.420 0.287 Vel = 4.247
35 -24.29 2.157 14.420 61.694
to 120 0.0 0.0
33 24.08 0.0055 14.420 0.079 Vel = 2.114
0.0
24.08 61.773 K Factor = 3.06
29 18.99 2.635 14.670 63.441
to 120 0.0 0.0
31 18.99 0.0014 14.670 0.020 Ve1= 1.117
31 19.15 2.635 14.670 63.461
to 120 0.0 0.0
32 38.14 0.0048 14.670 0.071 Vel = 2.244
32 166.24 2.635 11.670 63.532
to 120 0.0 0.0
40 204.38 0.1081 11.670 1.261 Vel = 12.024
40 19.47 2.635 IT 16.474 19.000 64.793
to 120 16.474 OM
43 223.85 0.1279 35.474 4.537 Vel = 13.170
0.0
223.85 69.330 K Factor = 26.88
34 24.08 2.635 14.420 68.860
to 120 0.0 0.0
36 24.08 0.0021 14.420 0.030 Vel = 1.417
36 24.29 2.635 14.420 68.889
to 120 0.0 0.0
38 48.37 0.0075 14.420 0.108 Vel = 2.846
38 24.99 2.635 IT 16.474 4.000 68.998
to 120 16.474 0.0
43 73.36 0.0162 20.474 0.332 Vel = 4.316
43 223.85 3.26 IT 20.159 26.130 69.330
to 120 1L 6.720 26.879 0.0
42 297.21 0.0766 53.009 4.063 Vel = 11.424
42 33.72 3.26 1L 6.720 5.170 73.393
to 120 6.720 0.0
44 330.93 0.0935 11.890 1.112 Vel = 12.720
44 0.0 3.26 41, 6.720 82.420 74.505
to 120 26.879 7.146
TOR2 330.93 0.0935 109.299 10.219 Ye! = 12.720
TOR2 0.0 3.26 1L 6.720 11.500 9.1.870
to 120 lB 13.440 49.727 5.414
BOR2 330.93 0.0935 1Z 9.408 61.227 5.725 Vel 12.720
IT 20.159
BOR.2 100.01 8.249 1L 19.228 15.000 103.008 Qa= 100
to. 140 19.228 0.0
UG 430.94 0.0013 34.228 0.043 Vel = 2.587
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
Advance Fire Protection Co. Page 12
OPUS PONT - LOT 25 Date 6-5-06
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/UL Eqv. Ln. Total Pf Pn
UG 0.0 8.385 61, 23.657 60.000 103.051
to 150 IT 63.691 .212.900 9.000 Fixed loss = 9
CITY 430.94 0.0010 1G 7.279 272.900 0.276 Ve1= 2.504
.0
430.94 - 112.327 K Factor 40.66
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
AutoPeaking Summary
Advance Fire Protection Co. Page 13
OPUS PONT - LOT 25 Date 6-5-06
Auto Peaking Summary - List of Pipes for Area Calculated
Left Right
Side Side
From To Length From To Length
11 13 73.000 14 15 49.420
12 17 109.000 1 2 58.420
5 6 73.000 7 8 58.420
11 13 61.000 14 15 61.420
12 17 97.000 1 2 70.420
5 6 61.000 7 8 70.420
Flow Pressure Pressure
Required Required Differential
Area Calculated I 430.94 112.328 -0.576
Right 12.000 I 430.43 112.904 0.000
Right 24.000 I 429.72 112.897 -0.007
Typical Distance Between Heads = 12.000
Split Point Used in Worst Area Peaked = 3
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
AutoPeaking Summary
Split Point Used in Area Calculated = 3
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Series 709DCDA and 909RPDA are designed to prevent the
reverse flow of fire protection system substances, i.e., glycerin
wetting agents, stagnant water and water of non-potable quality
from being pumped orsyphoned into the safe drinking watersystem.
Detects leaks . . . with emphasis on the cost of unaccountable
water; incorporates a meter which allows the water utility to:
Detect leaks underground that historically create great
annual cost due to waste.
It provides a detection point for unauthorized use.
It can help locate illegal taps.
Modular check design concept facilitates maintenance and assembly
access. All 709DCDA sizes are standardly equipped with AWWA epoxy
coated ULJFM listed OS&Y gate valves, CFM (cubic feet per minute)
S x
3/4" meter and ball type test cocks.
eries 909RPDA Reduced Pressure Detector Assembly: When applications call for
maximum protection, use 909RPDA with relief vent to atmosphere.
\ 50 100 .150 200 250 300 350 400 450 500 550 600
FLOW—G.P.M.
s. 709DCDA Sizes 6," 8" 10"
Double Check Detector Assembly/Reduced Pressure
Detector Assembly
Series 7090CDAI909RPDA
No. 7090CDAOSYRW-CFM
No special tools required
for servicing
Compact for economy
combined with performance
Design simplicity for easy
maintenance
Furnished with Recordall 3/4" bronze
meter, model 25, see options
DIMENSIONS-WEIGHTS (are approximate)
OPEN I
G
DIMENSIONS (Inches) WEIGH1\(Lbs.)
CS
1/ 1/ ize A A B C U E F F G H J OS&Y OS&Y
3" 24 26 12 7'/2 7 8 190 250
4" 34 37910 9 1/s 23h 6 15403490 6" 411/2 44 21 11 15 10½1/2
J4041/4 8Y2314
32% 8 16 727 820 8" 52 55 26 13 19 111/2 3/4 39% 9 17 1327 1656
10" 6467 32 16 22 13 5/8 48 101/4 18 2093 2250
Li FM approved backf low preventers must include FM approved OS&Y gate valves.
New 99ORPDA Reduced Pressure Detector Assembly 4"- 8" Send for ES-99ORPDA.
!MATERIALS
Epoxy coated'cast irzo"fn body, brorze heat and disc
holder; stainLess steel trim and durable, tiht-seatig
rubber dhck valve discs.
All sizes furiüshed with bronzebody ball valve test
...
Eurnisediith outside' stem añd yoke (OS&Y) gate
voIve.
. ............... No 709DCDA by pass line unit consists of an ap
proved No. 09döible check valve, assembly and
water meter
No. 909R8DA bypass line unit.conJstof a
No 009Th'duced pFèsuie zone backfl6réventer
,and water, meter: . .
'rid tof PL-BPDL for. ilftistrated price list.,
10PTI0NS (can be combined)
Suttix . .
CEM- ,-,rth cubr ftpern it t
GPM - with gallons per- em Sr I 0 r .-
LF iSthout shut-off \alv&s- .
PRESSURE-TEMPERATUAE
Size.3' thr6ugh10' areuitable -far supply --
prdssures up to 175 PSI and water tenperatu mc to
110Frnàxirjiurñ . . .
-STANDARDS,'-'-
-, .. . ,USCMãnual 8th,Editionf. 709DCDA meets or .00.
exbd#efbllwing standrdfô(dóuble-
check alveasmblies: A.S.S.E. Std. No.
1048,' (1047 f6r 9U9RPDA), AWWA Std.
C51089Ic(C51189) for 9O9RPDA), UL
clasified file No X3 E185, listed under CSA
B634standard--- ... . -, .
tDoes,not indicate ,approvatstaws. Refer to
engineehtg iedifiction h'eet. for approved
sizes aà.d1productnurTbers . . .
CARA°CITY v.-. ........ - ._ .. .• 3 16 Jo9uC- Serie-709DC64 sizes 3"-'& -4" - 14 --- --- ----- ------------ -
12
1 10
o --__ - - a: 8
X /5 •- — w 6 - -
W~
W
~F-PA-M~
I 11,411 'Is
FEATURES
Resilient wedge shut-offs
Body construction epoxy
coated cast iron
Replaceable bronze seats
Stainless steel iflteFitaliiarts
Max. flow at low pressure drop