HomeMy WebLinkAbout2722 ASCOT AVE; ; AS050030; Permit9/28/22, 10:36 AM
Job Address:
Permit Type:
Parcel No:
Lot#:
Reference No.:
PC#:
Project Title:
Applicant:
Fees($)
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220
about:blank
AS050030 Permit Data
City of Carlsbad
Sprinkler Permit
Permit No: AS050030
2722 ASCOT AV Status: ISSUED
SPRINK Applied 3/11/2005
2131813000 Approved: 4/1/2005
0
Issued: 4/1/2005
Inspector:
LOT 482, PA 12 FIRE SPRINKLER PLAN CHECK & INSPECTIONS
Add'I Fees($)
--
0
Owner:
GREYSTONE HOMES INC
1525 FARADAY AV #300
CARLSBAD CA
Total($)
-
220
Balance($)
0
1/1
WESTERN STATES FIRE PROT.
BRESSI RANCH PLAN #3 ASosoo?:o
HYDRAULIC DESIGN INFORMATION SHEET
Name -BRESSI RANCH PLANNING AREA 12
Location -CARLSBAD , CA
Date -8/23/04
Building -PLAN #3 System No . -
Contractor -WESTERN STATES FIRE PROT . Contract No . -
Calculated By -M.G. Drawing No. -
Page
Date
Construction: (X) Combustible ( ) Non-Combustibl e Cei ling Height VARIES
OCCUPANCY -2 -STORY SINGLE FAMILY HOME
s
y
s
T
E
M
D
E
s
I
G
N
Type of Calculation: ( )NFPA 13 Residenti al
Number of Sprinklers Flowing : ( ) l (X) 2
( ) Other
)NFPA 13R (X)NFPA 130
) 4 ( )
( )Specific Ruling Made by Date
Listed Flow at Start Point -18 Gpm
Listed Pres . at Start Point -13 .5 Psi
MAXIMUM LISTED SPACING 18 x 18
Domestic Flow Added -5 Gpm
Additional Flow Added -0 Gpm
Elevation at Highest Outlet -19 '-2 "Feet
Note :
(X) Wet
( ) Deluge
Sprinkler
Make RELIABLE
System Type
( ) Dry
( ) PreAction
or Nozzle
Model Fl RES 49
Size 1/2 " K-Factor 4 .9
Temperature Rating 1 55 DEG .
Calculation
Summary
Gpm Required
C-Factor Used:
Psi Required
Overhead 150
At Test
Underground 150
w
A
T
E
R
s
p
p
Water Flow Test :
Date of Test -JULY 2004
Time of Test -N/A
Static (Psi) -145
Residual (Psi) -144
Flow (Gpm) -50
Elevation -280 .0
Location : HGL 615 .0 FT .
Pump Data :
Rated Cap .
@ Psi
Elev .
Other
Tank or Reservoir :
Cap .
Elev.
Well
Proof Flow Gpm
L Source of Information: CARLSBAD MUNICIPAL WATER DISTRICT
y
1
8/23/04
vvaLt::I .:>uµµ1y 1...,u1vt:: \vJ
WESTERN STATES FIRE PROT.
BRESSI RANCH PLAN #3
City Water Supgly:
C1 -Static Pressure . 145 PSI
C2 -Residual Pressure: 144 PSI
C2 -Residual Flow 50 GPM
150 -\,, I l,;:l
140
130
p 120
R 110 (p0
h'\
E 100 .. 3
s 90
S 80
U 70
R 60
E 50
40
30
20
10 < D1
25 50 75 100
Page 2
Date 8/23/04
01 -Elevation 8.337 PSI
02 -System Flow 36.19 GPM
n? -Svstem Pressure 106.566 PSI
Hose J AdJ L;ny .J r,p1 ~
Hose Demand ) . 5GPM
03 -System Demand : 41 .19GPM
Safety Margin 37.736 PSI
125 150 175 200 225
FLOW ( N /\ 1.85)
Comouter Proorams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087
fittings Summary
WESTERN STATES FIRE PROT.
BRESSI RANCH PLAN #3
Fitting Legend
Abbrev. Name
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
H 45' Grvd-Vic Elbow
I 90' Grvd-Vic Elbow
J 90' Grvd-Vic Tee
K Detector Check Valve
L Long Turn Elbow
M Medium Turn Elbow
N PVC Standard Elbow
0 PVC Tee Branch
P PVC 45' Elbow
Q Flow Control Valve
R PVC Coupling/Run Tee
S Swing Check Valve
T 90' Flow thru Tee
U 45' Firelock Elbow
V 90' Firelock Elbow
W Wafer Check Valve
X 90' Firelock Tee
Y Mechanical Tee
Z Flow Switch
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Page 3
Date 8/23/04
Fittings Summary ,
WESTERN STATES FIRE PROT. Page 4
BRESSI RANCH PLAN #3 Date 8/23/04
Unadjusted Fittings Table
1/2 3/4 11/4 11/2 2 2 1/2 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 2.0 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 2.0 3.0 3.0 3.0 4.0
G 1.0 1.0 1.0 1.0 2.0
H 1.0 1.5 2.0 2.0 3.0 3.0 3.5 3.5
I 2.0 3.0 4.0 3.5 6.0 5.0 8.0 7.0
J 4.5 6.0 8.0 8.5 10.8 13.0 17.0 16.0
K 14.0 14.0
L 1.0 1.0 2.0 2.0 2.0 3.0 4.0 5.0 5.0 6.0
M 2.0 2.0 3.0 3.0 4.0 5.0 6.0 6.0 8.0
N 7.0 7.0 7.0 8.0 9.0 11 .0 12.0 13.0
0 3.0 3.0 5.0 6.0 8.0 10.0 12.0 15.0
p 1.0 1.0 1.0 2.0 2.0 2.0 3.0 4.0
Q 18.0 29.0 35.0
R 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0
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
u 1.8 2.2 2.6 3.4
V 3.5 4.3 5.0 6.8 w 10.3
X 8.5 10.8 13.0 16.0 y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22.0 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 5.0 7.0 9.0 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
H 4.5 5.0 6.5 8.5 10.0 18.0 20.0 23.0 25.0 30.0
I 8.5 10.0 13.0 17.0 20.0 23.0 25.0 33.0 36.0 40.0
J 21 .0 25.0 33.0 41 .0 50.0 65.0 78.0 88.0 98.0 120.0
K 36.0 55.0 45.0
L 8.0 9.0 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
N
0 p
Q 33.0
R
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
u 4.2 5.0 5.0
V 8.5 10.0 13.0
w 13.1 31 .8 35.8 27.4
X 21 .0 25.0 33.0 y
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
fittings Summary
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/ Flow Summary -STANDARD ,
WESTERN STATES FIRE PROT. Page 5
BRESSI RANCH PLAN #3 Date 8/23/04
Node Elevation K-Fact Pt Pn Flow Density Area Press
No . Actual Actual Re .
1D 19.25 4.9 13.5 na 18.0 .05 360 13.5
2D 19.25 4.9 13.78 na 18.19 .05 360 13.5
2 20.25 13.62 na
1 20.25 13.34 na
3 20.25 14.2 na
4 20.25 21 .27 na
5 9.58 28.85 na
TOR 9.58 42.83 na
u 1.0 50.28 na
A -3.0 58.61 na 5.0
M2 -3.0 73.78 na
M1 -3.0 82.0 na
SRC 0.0 106.57 na
The maximum velocity is 17 and it occurs in the pipe between nodes M2 and M1
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fina~ Calculations -Standard
WESTERN STATES FIRE PROT.
. BRESSI RANCH PLAN #3
Hyd.
Ref.
Point
1D
to
1
2D
to
2
2
to
3
1
to
3
3
to
4
4
to
5
5
to
TOR
TOR
to
u
u
to
A
A
to
M2
M2
to
M1
M1
to
SRC
Qa
Qt
18.00
18.0
0.0
18.00
18.19
18.19
0.0
18.19
18.19
18.19
0.0
18.19
18.00
18.0
18.19
36.19
0.0
36.19 .
0.0
36.19
0.0
36.19
0.0
36.19
5.00
41 .19
0.0
41 .19
0.0
41 .19
Dia .
"C"
Pf/UL
1.101
150
0.0560
1.101
150
0.0570
1.101
150
0.0570
1.101
150
0.0560
1.101
150
0.2038
1.101
150
0.2038
1.101
150
0.2038
1.049
120
0.3898
1.025
150
0.2888
1.025
150
0.3669
.995
150
0.4240
.995
150
0.4240
Fitting
or
Eqv. Ln.
1E 3.825
1E 3.825
1T 9.563
1E 3.825
2T 9.563
1E 3.825
3E 3.825
2T 9.563
1C 1.000
3E 2.700
18 0.0
1T 6.750
1F 1.350
2G 0.0
1T 5.841
1F 1.168
Pipe
Ftng's
Total
1.000
3.825
4.825
1.000
3.825
4.825
0.500
9.562
10.062
11 .500
3.825
15.325
15.580
19.125
34.705
10.670
3.825
14.495
38.000
30 .600
68 .600
8.580
1.000
9.580
8.000
14.850
22.850
40.000
1.350
41 .350
0.500
0.0
0.500
54.000
7.009
61.009
Pt
Pe
Pf
13.500
-0.433
0.270
13.337
13.779
-0.433
0.275
13.621
13.621
0.0
0.574
14.195
13.337
0.0
0.858
14.196
0.0
7.074
21 .270
4.621
2.954
28.846
0.0
13.982
42.830
3.716
3.734
50.281
1.732
6.598
58.612
0.0
15.170
73.784
8.000
0.212
81.996
-1 .299
25.866
Pt
Pv
Pn
Page 6
Date 8/23/04
******* Notes ******
K Factor= 4.90
Vel = 6.066
K Factor= 4.93
K Factor= 4.90
Vel = 6.130
K Factor= 4.93
Vel = 6.130
K Factor= 4.83
Vel = 6.066
Vel = 12.196
Vel = 12.196
Vel = 12.196
Vel = 13.435
Vel = 14 .071
Qa = 5
Vel = 16.015
Fixed loss = 8
Vel = 16.996
Vel = 16.996
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
..
F.inar Calculations -Standard
WESTERN STATES FIRE PROT.
BRESSI RANCH PLAN #3
Hyd.
Ref.
Point
Qa
Qt
.0
41 .19
Dia.
"C"
Pf/UL
Fitting
or
Eqv. Ln.
Pipe
Ftng's
Total
Pt
Pe
Pf
106.563
Pt
Pv
Pn
Page 7
Date 8/23/04
******* Notes ******
K Factor= 3.99
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
WESTERN STATES FIRE PROT.
BRESSI RANCH PLAN #4
HYDRAULIC DESIGN INFORMATION SHEET
Name -BRESSI RANCH PLANNING AREA 12
Location -CARLSBAD, CA
Date -
Building -PLAN #4 System No . -
Contractor -WESTERN STATES FIRE PROT . Contract No. -
Calculated By -M.G . Drawing No. -
Page
Date
Construction: (X) Combustible ( ) Non-Combustible Ceiling He i ght VARIES
OCCUPANCY -2 -STORY SINGLE FAMILY HOME
s
y
s
T
E
M
D
E
s
I
G
N
Type of Calculation : ( )NFPA 13 Residential
Number of Sprinklers Flowing: ( ) 1 (X) 2
( ) Other
)NFPA 13R (X)NFPA 13D
) 4 ( )
( ) Specific Ruling Made by Date
Listed Flow at Start Point -18 Gpm
Listed Pres . at Start Point -13 .5 Psi
MAXIMUM LISTED SPACING 18 x 18
Domestic Flow Added -5 Gpm
Additional Flow Added -0 Gpm
Elevation at Highest Outlet -19 '-2"Feet
Note :
(X) Wet
( ) Deluge
Spri nkler
Make RELIABLE
System Type
( ) Dry
( ) PreAction
or Nozzle
Model Fl RES 49
Size 1/2" K-Factor 4 .9
Temperature Rating 155 DEG.
Calculation
Summary
Gpm Required
C-Factor Used:
Psi Required
Overhead 150
At Test
Underground 150
w
A
T
E
R
s
p
p
Water Flow Test :
Date of Test -JULY 2004
Time of Test -N/A
Static (Psi) -145
Residual (Psi) -144
Flow (Gpm) -50
Elevation -280 .0
Location: HGL 615 .0 FT .
Pump Data :
Rated Cap.
@ Psi
Elev .
Other
Tank or Reservoir:
Cap .
Elev.
Well
Proof Flow Gpm
L Source of Information: CARLSBAD MUNICIPAL WATER DISTRICT
y
1
8/23/04
vvatt:::1 vUIJIJIY 1...,u1vt::: lvJ
WESTERN STATES FIRE PROT.
BRESSI RANCH PLAN #4
City Water SupP-ly: C1 -Static Pressure . 145 PSI
C2 -Residual Pressure: 144 PSI
C2 -Residual Flow 50 GPM
150 v'T C2
140
130
p 120
R 110
E 100
D2 s 90 'Pt}
s 80 IJ
U 70
R 60
E 50
40
30
20
10 ,b D1 •
25 50 75 100
Page 2
Date 8/23/04
D1 -Elevation 8.337 PSI
D2 -System Flow 36.12 GPM n? -Svstem Pressure 88.887 PSI
Hose-~ AaJ cay .J ~Pl.II
Hose Demand ) : 5GPM
D3 -Ststem Demand : 41.12 GPM
Safety Margin 55.416 PSI
125 150 175 200 225 FLOW ( N A 1.85 )
Comouter Proorams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087
Fittings Summary
WESTERN ST ATES Fl RE PROT.
BRESSI RANCH PLAN #4
Fitting Legend
Abbrev. Name
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
H 45' Grvd-Vic Elbow
I 90' Grvd-Vic Elbow
J 90' Grvd-Vic Tee
K Detector Check Valve
L Long Turn Elbow
M Medium Turn Elbow
N PVC Standard Elbow
0 PVC Tee Branch
P PVC 45' Elbow
Q Flow Control Valve
R PVC Coupling/Run Tee
S Swing Check Valve
T 90' Flow thru Tee
U 45' Firelock Elbow
V 90' Firelock Elbow
W Wafer Check Valve
X 90' Firelock Tee
Y Mechanical Tee
Z Flow Switch
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Page 3
Date 8/23/04
Fittings Summary
WESTERN STATES FIRE PROT. Page 4
BRESSI RANCH PLAN #4 Date 8/23/04
Unadjusted Fittings Table
1/2 3/4 1 11/4 1 1/2 2 2 1/2 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 2.0 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 2.0 3.0 3.0 3.0 4.0
G 1.0 1.0 1.0 1.0 2.0
H 1.0 1.5 2.0 2.0 3.0 3.0 3.5 3.5
I 2.0 3.0 4.0 3.5 6.0 5.0 8.0 7.0
J 4.5 6.0 8.0 8.5 10.8 13.0 17.0 16.0
K 14.0 14.0
L 1.0 1.0 2.0 2.0 2.0 3.0 4.0 5.0 5.0 6.0
M 2.0 2.0 3.0 3.0 4.0 5.0 6.0 6.0 8.0
N 7.0 7.0 7.0 8.0 9.0 11 .0 12.0 13.0
0 3.0 3.0 5.0 6.0 8.0 10.0 12.0 15.0
p 1.0 1.0 1.0 2.0 2.0 2.0 3.0 4.0
Q 18.0 29.0 35.0
R 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0
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
u 1.8 2.2 2.6 3.4
V 3.5 4.3 5.0 6.8
w 10.3
X 8.5 10.8 13.0 16.0
y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22.0
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 5.0 "7.0 9.0 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
H 4.5 5.0 6.5 8.5 10.0 18.0 20.0 23.0 25.0 30.0
I 8.5 10.0 13.0 17.0 20.0 23.0 25.0 33.0 36.0 40.0
J 21 .0 25.0 33.0 41.0 50.0 65.0 78.0 88.0 98.0 120.0
K 36.0 55.0 45.0
L 8.0 9.0 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
N
0
p
Q 33.0
R
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 u 4.2 5.0 5.0
V 8.5 10.0 13.0
w 13.1 31 .8 35.8 27.4
X 21 .0 25.0 33.0
y
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Summary
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/ Flow Summary-STANDARD
WESTERN STATES FIRE PROT. Page 5
BRESSI RANCH PLAN #4 Date 8/23/04
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Re .
10 19.25 4.9 13.5 na 18.0 .05 360 13.5
20 19.25 4.9 13.67 na 18.11 .05 360 13.5
2 20.25 13.51 na
1 20.25 13.34 na
3 20.25 14.63 na
4 20.25 20.77 na
5 9.58 28.32 na
TOR 9.58 47.01 na u 1.0 54.45 na
A -3.0 62.76 na 5.0
M2 -3.0 71 .9 na
M1 -3.0 80.11 na
SRC 0.0 88.89 na
The maximum velocity is 16.97 and it occurs in the pipe between nodes M2 and M1
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
. Final Calculations -Standard
WESTERN STATES FIRE PROT.
BRESSI RANCH PLAN #4
Hyd.
Ref.
Point
10
to
1
20
to
2
2
to
3
1
to
3
3
to
4
4
to
5
5
to
TOR
TOR
to u
u
to·
A
A
to
M2
M2
to
M1
M1
to
SRC
Qa
Qt
18.00
18.0
0.0
18.00
18.11
18.11
0.0
18.11
18.11
18.11
0.0
18.11
18.00
18.0
18.12
36.12
0.0
36.12
0.0
36.12
0.0
36.12
0.0
36.12
5.00
41 .12
0.0
41 .12
0.0
41 .12
Dia .
"C"
Pf/UL
1.101
150
0.0560
1.101
150
0.0566
1.101
150
0.0566
1.101
150
0.0560
1.101
150
0.2031
1.101
150
0.2031
1.101
150
0.2031
1.049
120
0.3884
1.025
150
0.2877
1.025
150
0.3657
.995
150
0.4220
.995
150
0.4226
Fitting
or
Eqv. Ln .
1E 3.825
1E 3.825
1T 9.563
1E 3.825
2E 3.825
1T 9.563
1E 3.825
1E 3.825
4T 9.563
1C 1.000
3E 2.700
1B 0.0
1T 6.750
2G 0.0
1T 5.841
Pip.e
Ftng's
Total
1.000
3.825
4.825
1.000
3.825
4.825
10.330
9.562
19.892
19.330
3.825
23.155
13.000
17.212
30.212
10.580
3.825
14.405
50.000
42.074
92.074
8.580
1.000
9.580
8.000
14.850
22.850
25.000
0.0
25.000
0.500
0.0
0.500
18.000
5.841
23 ,841
Pt
Pe
Pf
13.500
-0.433
0.270
13.337
13.667
-0.433
0.273
13.507
13.507
0.0
1.126
14.633
13.337
0.0
1.296
14.634
0.0
6.136
20.770
4.621
2.926
28.316
0.0
18.700
47.014
3.716
3.721
54.451
1.732
6.575
62.758
0.0
9.143
71 .900
8.000
0.211
80.111
-1 .299
10.076
Pt
Pv
Pn
Page 6
Date 8/23/04
******* Notes ******
K Factor= 4.90
Vel = 6.066
K Factor= 4.93
K Factor= 4.90
Vel = 6.103
K Factor= 4.93
Vel = 6.103
K Factor= 4.73
Vel = 6.066
Vel = 12.172
Vel = 12.172
Vel = 12.172
Vel = 13.409
Vel = 14.044
Qa = 5
Vel = 15.988
Fixed loss = 8
Vel = 16.967
Vel = 16.967
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations -Standard
WESTERN STATES FIRE PROT.
BRESSI RANCH PLAN #4
Hyd.
Ref.
Point
Qa
Qt
.0
41.12
Dia.
"C"
Pf/UL
Fitting
or
Eqv. Ln.
Pipe
Ftng's
Total
Pt
Pe
Pf
88.888
Pt
Pv
Pn
Page 7
Date 8/23/04
******* Notes ******
K Factor= 4.36
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
CHANGE ORDER REQUEST NUMBER fZ
PRICING BREAKDOWN
Material: O!Y ltem(s) Unit Subtotal
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
$0.00 $0.00
Material Subtotal $0.00
CA State Sales Tax 7.75% @ $0.00 $0.00
Office Labor:
Engineering / Design 0 Hours@ $0.00 $0.00
Purchasing / Ordering 0 Hours@ $0.00 $0.00
Misc. Expense 0 @ $0.00 $0.00
Permit/ Plan Check Fees @ $0.00
Design Subtotal $0.00
Field Labor:
Fitter/ Foreman 4 Hours@ $54.58 $218.32
Supervision 0 Hours@ $0.00 $0.00
Pick-up / Delivery 0 Hours@ $0.00 $0.00
Misc. Installation Expense 0 @ $0.00 $0.00
Field Subtotal $218.32
Subcontract:
Item 0 @ $0.00 $0.00
Item 0 @ $0.00 $0.00
Subcontract Subtotal $0.00
Change Order Request Subtotal $2 18.32
Markup on Subcontract 15.00%
Markup on Labor 15.00%
Markup on Equipment/Material 15.00%
0.00%
Bond Premium 0.00%
Western States Fire Protection's Total Change Order Request AmoLJnt
Total
$0
$0
$0
$218
$0
$218
$0
$33
$0
$0
$0
$251
(It l )__
Bulletin 135 Rev.D OJ
C
Reliabl~ Model F1
Residential Sprinklers
Model F1 Res Sprinklers engineered for the lowest flows
to meet the minimum design density of .05 gpmlft'
Types:
1. F1 Res 49 Pendent
2. F1 Res 49 Recessed Pendent/F 1
3. F1 Res 49 Recessed Pendent/FP
4. F1 Res 58 Pendent
5. F1 Res 58 Pendent/F1
6. F1 Res 49 CCP Pendent
7. F1 Res 44 HSW
8. F1 Res 44 Recessed HSW/F2
9. F1 Res 58 HSW
10. F1 Res 58 HSW Recessed HSW/F2
11. F1 Res 44 SWC
12. F1 Res 40 HSW
13. F1 Res 40 Recessed HSW/F2
Listings & Approvals
1. Listed by Underwriters Laboratories Inc. and
UL Certified for Canada (cULus)
2. NYC MEA 258-93-E
UL Listing Category
Residential Automatic Sprinkler
UL Guide Number
VKKW
Patents
US Patent No. 6,516,893 applies to the
Model F1 Res 49 & 58 Pendent Sprinklers
Product Description
Model F1 Res Pendent sprinklers (Figs. 1, 2, 3, & 4) are
fast response sprinklers combining excellent durability,
high sensitivity glass-bulb and low profile decorative
design. The F1 Res Horizontal Sidewall sprinklers (Figs.
5, 6 & 7) are equally attractive when above ceiling piping
cannot be used.
The 3mm glass-bulb pendent sprinklers, with a
K-Factor of 4.9, permit the efficient use of residential
water supplies for sprinkler coverage in residential fire
protection design.
The low flow F1 Res sprinklers are specially
engineered for fast thermal response to meet the
sensitive fire protection application needs of the latest
residential market standards (UL 1626 Standard *).
Upon fire conditions, rising heat causes a sprinkler's
heat-sensitive glass-bulb to shatter, releasing the
waterway for water flow onto the deflector, evenly
distributing the discharged water to control a fire.
F1 Res49&58
Recessed Pendent/ F1
F1 Res 49 CCP
Pendent
F1 Res44SWC
Technical Data:
F1 Res 49 Recessed
Pendent/ FP
F1 Res44 &58
Recessed HSW/F2
F1 Res 40 Recessed
HSW/F2
• Thermal Sensor: Nominal 3mm glass-bulb
• Sprinkler Frame : Brass Casting
• Sprinklers' Pressure Rating : 175 psi
Factory Hydrostatically Tested to 500 psi
• Thread Size: ½" NPT ® ½)
• K-Factor: 4.9 (Actual) -F1 Res 49 Pendent Sprinkler
5.8 (Actual) -F1 Res58Pendent&HSWSprinkler
4.4 (Actual) -F1 Res 44 HSW Sprinkler
4.0 (Actual) -F1 Res 40 HSW Sprinkler
• Density: Minimum 0.05 gpm/ft2
Application
Model F1 Res Sprinklers are used for Residential Fire
Protection according to UL 1626 Standard*. Be sure
that orifice size, temperature rating, deflector style and
sprinkler type are in accordance with the latest
published standards of The National Fire Protection
Association or the approving authority having
jurisdiction.
* Effective date 7 /12/02
The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon , New York10552
~ s·
-'
(.,J
(J1
::D CD ~
0
Installation
Models F1 Res sprinklers are to be installed as shown .
Model F1, F2 and FP Escutcheons, illustrated herewith,
are the only recessed escutcheons to be used with
Model F1 Res sprinklers. Use of any other recessed
escutcheon will void all approvals and warranties. For
installing Model F1 Res Pendent sprinklers use only the
Model D sprinkler Wrench; for installing Models F1 Res
Recessed Pendent, CCP & SWC sprinklers use only the
• Model F1 Res 49 & 58 Pendent
r--+---~~ I
I .,
l:J6F002
Fig. 1
2.
Model GFR1 sprinkler wrench; for installing Model F1
Res Recessed HSW sprinklers use only the Model
GFR1 Sprinkler Wrench. Use of wrenches other than
those specified may damage these sprinklers. Install F1
Res 44 and 40 HSW with a ceiling to deflector distance
of 4" -12". Flow arrow on deflector must point away from
near wall and "Top" marking must face ceiling .
• Model F1 Res 49 & 58
Recessed Pendent/ F1
F1 escutcheon,¾" (19mm) adjustment
r -+--=_,-j
-,
i
,Z ,ZT/,J;/" llM. -----(12.,_,] __ __,_
Fig. 2
l"ltlP"-'Gl<.alt
~~
'll"
Technical Data: F1 Res 49 Pendent and Recessed Pendent
Sprinkler Max. Actual Sprinkler Thread Temp. Max. Ambient K Length Size Ratinq Pressure Temp.
OF oc psi (bar) Of oc Factor Inch (mm)
½"NPT 155 68 175 (12) 100 38
(R½) 175 79 150 66
Deflector -to -ceiling
Maximum 1" (25mm) to 4" (100mm)
Max. Sp~inkler Flow Pressure
Shac~ng gpm (Lpm) psi (bar)
12 X 12 3.6x3.6 13 49
14 X 14 4.3X4.3
16 X 16 4.9X4.9
18 X 18 5.5X5.5
20 X 20 6. 1 X6.1
4.9 2.25 (57)
Sprinkler
Identification
Number SIN
R3516
Escutcheon* F1 or F2 Data· ' ., .
Adjustment "A" Face of fitting to
Type lnch(mm) lnch(mm) ceiling
lnch(mm)
F1 ¾ (19.0) Min.=¾" (19.1 ) ¾a -'% (4.7 -24.0) Max.=1½" (38.1)
F2 ½ (12.7) Min.= 11/,s" (23.8)
Max.=1½" (381i ¾s -'Xs(4.7-17.4)
* Note: Escutcheons F1 or F2 may be used with
Model F1 Res 49 & 58 Recessed Pendent Sprinkler
*Deflector -to -ceiling
Maximum 4" (100mm) to 8" (203mm)
Max. Sprinkler
Spacing
ft m
12 X 12 3.6X3.6
14 X 14 4.3X4.3
16 X 16 4.9X4.9
Flow Pressure
gpm (Lpm) psi (bar)
18 x 18 5.5x5.5 15.0 1.0
20x20 6.1x6.1 20.2 1.4
Sprinkler
Identification
Number SIN
R3516
* Note: The F1 Res 49 pendent and recessed pendent
residential sprinklers can be installed per NFPA 13 in
beamed ceilings meeting the following criteria:
1. Maximum beam depth = 7" ( 178mm)
2. Beam spacing at or greater than 7.5 ft. (2.3m) on center.
Technical Data: F1 Res 58 Pendent and Recessed Pendent ,
Sprinkler
Thread Temp.
Size Rating
OF oc
½"NPT 155 68
(R½) 175 79
Max. Sprinkler
Spacing
ft m
12 X 12 3.6X3.6
14 X 14 4.3x4.3
16 X 16 4.9X4.9
18 X 18 5.5X5.5
20 X 20 6.1 x6. 1
Max.
Pressure
psi (bar)
175(12)
Flow
gpm(Lpm)
Max. Sprinkler Ambient K
Terno. Factor Length
lnch(mm) OF
100
150
oc
38
66
Pressure
psi (bar)
5.8 2.25 (57)
Ceiling-to-
Deflector
Inch mm
1-4
(25-100)
3.
Sprinkler
Identification
Number SI
R3513
· Model F1 Res 49 CCP
Pendent
2 5/16" DIA. -------+-2 5/8" [66.7mm} DIA.
HOLE IN CE/LINC
[58.7mm} -+------+
CUP
CUP
1"x1/2" REDUCER
1/4" 31.5mm]
. FACE OF FITTING
FACE OF CDLINC . , DII.IENSION
"A" '-~.
COVER ADJUSTMENT . HEICHT
I
3 5/16" DIA.
[84.1mm}
F1 RES 49 CCP PEND.
Fig. 3
• Model F1 Res 49 Recessed
Pendent/ FP
FP push-on/thread-off
escutcheon
2 fJ/6" OM. {U.Tmm/ HOU I/ti CO.ING
L
2 5/,&· °"'-{6&7mm}
CIJP
Fig. 4
J
I. X 1/2" REOVCCR
Technical Data: F1 Res 49 CCP and FP
Sprinkler CCP Max.
Thread Temp. Assembly Max. Ambient
Size Rating Temp. Pressure Temp. Ratinq psi (bar) OF oc OF oc OF oc
½"NPT 155 68 135 57 175 (12) 100 38
(R½) 150 66
Max. Sprinkler Flow Pressure Spacing gpm(Lpm) psi (bar) ft m
12 X 12 3.6X3.6 7.0 0.48
14 X 14 4.3X4.3 7.0 0.48
16 X 16 4.9X4.9 8.2 0.56
18 X 18 5.5x5.5 13.5 0.93
20 X 20 6. 1 X6. 1 16.7 1.14
K Sprinkler
Factor Length
lnch(mm)
4.9 2.25 (57)
Sprinkler
Identification
Number SI
R3516
4.
CCP O tions Data:
"A" "B"
FP Data "A":
FP Position "A"
Max. Recessed
Min. Recessed
Note: Sprinklers shown in Fig. 3 and Flg. 4 are not
suitable for installation in ceilings which have
positive pressure in the space above.
· Model F1 Res 44 & 58 HSW · Model F1 Res 44 & 58
Recessed HSW/F2
F2 escutch_eon, ½" (13mm)
adJustment
Technical Data: F1 Res 44 HSW & HSW/F2
Escutcheon F2 Data:
Sprinkler Max. Max. Sprinkler Thread Temp. Ambient K
Size Ratina Pressure Temo. Factor Length
OF oc psi (bar) OF oc lnch(mm)
Adjustment Face of Fitting
Type Inch (mm) to wall Inch mm
F2
½"NPT 155 68 175 (12) 100 38 4.4 2.45 (62) (R½) 175 79 150 66
Max. Sprinkler "A" Sprinkler Temp. Sprinkler Ceiling-to-Flow Pressure Spacing Deflector Rating gpm(Lpm) psi (bar) Identification
ft(m) lnch(mm) OF(OC) Number (SIN)
12 X 12 /3.6X3.6) 155 /68) 175 /79) 12 /45.4) 7.5 (0.52)
14 X 14 /4.3X4.3) 155 (68) 175 /79) 14(530) 10.2 (0.71 )
16 X 16 (4.9x4.9) 4-6 155 (68) 175 (79) 16 (60.6) 13.3 (0.92)
16 x 18 /4.9x5.5l (101-152) 155 /68) 175 (79) 18 (68.1) 16.8 (1 .16)
18 X 18 (5.5x5.5) 155 (68) 175 (79) 19 (72.0) 18.7 (1 .29)
16 X 20 /4.9X6.1) 155 (68) 175 (79) 23 (87.1) 27.4 (1 .89) R353 1
12x 12/3.6x36) 155 /68) 175 /79) 14 /53.0) 10.2(0.71)
14 X 14 (4.3x43) 155 (68) 175 (79) 16(606) 13.3 (0 92)
16 x 16(49x49) 6 -12 155 (68) 175 (79) 17 (64.4) 15.0 (1 .04)
16 x 18 /4.9x5.5l
(152-305)
155 (68) 175 (79) 20 (75.7) 20.7 (1 .43)
16 x20 (49x6.1) 155 (68) 175 (79) 23 (87.1) 27.4 (1 .89)
5.
Technical Data: F1 Res 58 HSW & HSW/F2
Escutcheon F2 Data:
Sprinkler Max. Max. Sprinkler Thread Temp. Ambient K
Size Ratinq Pressure Temp. Factor Length
Of oc psi (bar) Of oc lnch(mm)
AdJ"ustment Face of Fitting Type to wall Inch (mm) Inch mm
F2
½"NPT 155 68 175 (12) 100 38 5.8 2.45 (62) (R½) 175 79 150 66
Max. Sprinkler "A" Sprinkler Temp. Sprinkler Ceiling-to-Flow Pressure Spacing Deflector Rating gpm(Lpm) psi (bar) Identification
ft (m) Inch mm Of (OC) Number (SIN)
12 X 12 3.6X3.6 155 68
14 X 14 4.3X4.3 155 68
16 X 16 4.9X4.9 4-6 155 68 175 79 (101-152)
16 X 18 4.9x5.5 155 68 175 79
16 X 20 4.9X6.1 155 68 175 79 R3533
12 X 12 3.6X3.6 155 68 175 79
14 X 14 4.3X4.3 6 -12 155 68 175 79
16 X 16 4.9X4.9 (152-305) 155 68 175 79
16 X 18 4.9x5.5 155 68 175 79
6,
· Model F1 Res 44 SWC
/.J'JFC()7
r t
I 1/4~ (.J1,7~mm] Uo~imum __ ,__ __
•· to 12· (101,6(},ttm To
JfX.80mm]
F oc~ Of Fitting
To Woll Dimension
TURN COLLAR UNnL
TIGHT AGAINST SPRINKLER
WlfC:NCH BOSS.
J 5/16"
{84.14mm]
Dia.
----I 21/.J2" {42,07mm]
1/2" {12.70mm]
Adji.Jstmenl
F1 RES 44 SWC
Fig. 5
Technical Data: F1 Res 44 SWC
Sprinkler CoverTemp. Max. Sprinkler Thread Temp. Rating Max. Pressure Ambient Temp. K Length Size Ratinq psi (bar) Factor
OF oc OF oc OF oc lnch(mm)
½"NPT 155 68 135 57 175 (12) 100 38 4.4 2.45 (62) (A½)
Max. Sprinkler "A" Sprinkler
Spacing Ceiling-ter Flow Pressure Identification
ft (m) Deflector gpm(Lpm) psi (bar) Number (SIN) Inch mm
12 X 12 3.6x3.6 13 49.2
14 X 14 4.3x4.3 14 53.0
16 X 16 4.9x4.9 4-6 17 64.3 (101-152)
16 X 18 4.9x5.5 19 71 .8
16 X 20 4.9x6.1 23 87.1 R3531
12 X 12 3.6x3.6 14 52.9
14 X 14 4.3X4.3 6 -12 15 56.7
16 X 16 4.9X4.9 (152-305) 18 68.1
16 X 18 4.9x5.5 20 75.6
7.
--,--------------------_-_-_-_-_-_-_:_-_--~ -_ -_ -_ -_ -_ -_ -_ -_.-_ -_ -__ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ ---_ -_ -_ -_ -_ -_ ---_ -_ -_ -_ ---
· Model F1 Res 40 HSW
135FG05
· Model F1 Res 40 Recessed
HSW/F2
F2 escutch_eon, ½" ( 13mm)
adJustmenl
FACE OF FlrTINC TO
WALL DIMENSION
---~ 1 1/4" !/IN.
{.JI.Bmm}
1/B' CEIL";:;~ TO
J.Zmm} DEFLECTOR
D!MfNSION
l1 I
2 27/32" DIA. {72.2mm}
TURN COLLAR VNTIL !
TIGHT AGAINST SPRINKLER
WRENCH BOSS.
IJ.YG06-C L 1/2" {13mm}
ADJVST!IENT
F1 RES 58, 44 & 40 HSW /F2
Fig . 6 Fig . 7
Technical Data: F1 Res 40 HSW & HSW/F2
Escutcheon F2 Data:
Sprinkler Max. Max. Sprinkler Thread Temp. Ambient K
Size RatinQ Pressure Temo. Factor Length
OF cc psi (bar) OF cc lnch(mm)
Type
F2
½"NPT 155 68 175(12) 100 38 4.0 2.45 (62) (R½) 175 79 150 66
Max. Sprinkler "A" Sprinkler Temp. Sprinkler Ceiling-to-Flow Pressure Spacing Deflector Rating gpm(Lpm) psi (bar) Identification
ft(m) Inch mm OF (CC) Number (SIN)
12 X 12 3.6X3.6 155 68 175 79 13 49.0 10.6 0.73
14 X 14 4.3X4.3 155 68 175 79 16 60.5 16.0 1.10
16 X 16 4.9X4.9 155 68 17 64.3 18.1 1.24
16 X 16 4.9X4.9 4-6 175 79 18 68.1 20.2 1.39 (101-152)
16 X 18 4.9X5.5 155 68 175 79 20 75.7 25.0 1.72 R3538 18 X 18 5.5x5.5 155 68 175 79 22 83.3 30.2 2.08
16 X 20 4.9X6.1 155 68 175 79 23 87.0 33.1 2.28
12 X 12 3.6X3.6 155 68 175 79 13 49.0 10.6 0.73
14 X 14 4.3X4.3 6 -12 155 68 175 79 17 64.3 18.1 1.24 (152-305)
16 X 16 4.9X4.9 155 68 175 79 20 75.7 25.0 1.72
8.
Face of Fitting
to wall
Inch mm
Finishes<11
Standard Finishes
Sprinkler F1, F2, FP Escutcheons
Bronze Brass
Chrome Plated Bright Chrome Plated
White Polvester Coated White Painted
Soecial Armlication Finishes
Sorin kier F1 F2 Escutcheons
Bright Brass Bright Brass
Black Plated Black Plated
Black Paint Black Paint
Off White Off White
Satin Chrome Satin Chrome
111 Other finishes and colors are available on special order.
Consult factory for details.
Maintenance
Model F1 Res 49, F1 Res 58, F1 Res 44 and F1 Res 40
Sprinklers should be inspected quarterly, and the sprinkler
system maintained in accordance with NFPA 25, 13, 13D,
and 13R. Do not clean sprinkler with soap and water,
Ammonia or any other cleaning fluids. Remove dust by
using a soft brush or gentle vacuuming. Remove any
sprinkler which has been painted (other than factory
applied) or damaged in any way. A stock of spare
sprinklers should be maintained to allow quick
replacement of damaged or operated sprinklers. Prior to
installation, sprinklers should remain in the original cartons
and packaging until used. This will minimize the potential
for damage to sprinklers that could cause improper
operation or non-operation.
Model F1 RES 49 Residential
Sprinkler Specifications
Model F1 Res 49 Pendent
Sprinklers shall be [cULus Listed] [New York City MEA
Approved (258-93-E)] low flow residential pendent
sprinklers engineered to provide a minimum design
density of 0.05 gpm/tt2 over the listed coverage area.
Listed flows as specified by the manufacturer's technical
data sheets are to be used. Residential sprinklers shall be
installed in conformance with the manufacturer's
installation guidelines and the applicable installation
standard. Where pendent residential sprinklers are
installed under sloped ceilings having a pitch of up to [ 4/12)
[8/12), the sprinklers shall be listed for such use.
Deflector-to-ceiling distance listing shall be 1" to 8"
maximum. Sprinkler frame and deflector shall be of bronze
frame construction having a ½" NPT thread. Water seal
assembly shall consist of a Teflon-coated Belleville spring
washer and top-loaded extruded cup with 3 mm glass bulb
containing no plastic parts, and having a temperature
rating of [155°F (68°C)] [175°F (79°C)). Sprinklers shall
have a nominal K-factor of 4.9 (70). Standard finish:
[Bronze] [Chrome-plated] [White Polyester] [Special
finish-specify]. Residential pendent sprinklers shall be
Reliable Model F1 Res 49, SIN R3516 (Bulletin 135).
9.
Ordering Information
Specify:
1. Sprinkler Model
2. Sprinkler Type
3. Temperature Rating
4. Sprinkler Finish
5. Escutcheon Finish
Model F1 Res 49 Recessed Pendent/F1,
Model F1 Res 49 Recessed Pendent/F2,
Model F1 Res 49 Recessed Pendent/FP
Sprinklers shall be [cULus Listed] [New York City MEA
Approved (258-93-E)] low flow residential recessed
pendent sprinklers enginewed to provide a minimum
design density of 0.05 gpm/ft" over the listed coverage area.
Listed flows as specified by the manufacturer's technical
data sheets are to be used. Residential sprinklers shall be
installed in conformance with the manufacturer's installation
guidelines and the applicable installation standard. Where
pendent residential sprinklers are installed under sloped
ceilings having a pitch of up to [4/12) [8/12), the sprinklers
shall be listed for such use. Deflector-to-ceiling distance
listing shall be 1" to 8'' maximum. Sprinkler frame and
deflector shall be of bronze frame construction having a ½"
NPT thread. Water seal assembly shall consist of a
Teflon-coated Belleville spring washer and top-loaded
extruded cup with 3 mm glass bulb containing no plastic
parts, and having a temperature rating of [155°F (68°C))
[175°F (79°C)]. Sprinklers shall have a nominal K-factor of
4.9 (70). Standard finish: [Bronze] [Chrome-plated] [White
Polyester] [Special finish-specify]. Recessed escutcheon
assembly shall be a steel, two-piece escutcheon [with ½"
adjustment (Model F2)] [with 3/4" adjustment (Model F1 )] [of
push-on and thread off design with ½" adjustment (Model
FP)]. Standard finish shall be [brass][bright chrome] [white
painted]. Residential recessed pendent sprinklers shall be
Reliable [Model F1 Res 49 Recessed Pendent/F1] [Model
F1 Res 49 Recessed Pendent/F2] [Model F1 Res 49
Recessed Pendent/FP] SIN R3516 (Bulletin 135).
Model F1 Res 49 CCP Pendent (Concealed)
Sprinklers shall be [cULus Listed] [New York City MEA
Approved (258-93-E)] low flow residential concealed
sprinklers engineered to provide a minimum design
density of 0.05 gpm/ft2 over the listed coverage area.
Listed flows as specified by the manufacturer's technical
data sheets are to be used. Residential sprinklers shall
be installed in conformance with the manufacturer's
installation guidelines and the applicable installation
standard. Where pendent residential sprinklers are
installed under sloped ceilings having a pitch of up to
[4/12] [8/12], the sprinklers shall be listed for such use.
Sprinkler frame and deflector shall be of bronze frame
construction having a ½" NPT thread . Water seal
assembly shall consist of a Teflon-coated Belleville
spring washer and top-loaded extruded cup with 3 mm
glass bulb containing no plastic parts, and having a
temperature rating of 155°F (68°C). Cover plate
assembly shall consist of a brass cover plate and copper
alloy retainer flange . Method of attaching the cover plate
to the sprinkler cup shall be a push-on and thread-off
design allowing a ½" cover plate adjustment. Cover
plate temperature rating shall be 135°F (57°C). A plastic
protective cap shall be provided and factory installed
inside the sprinkler cup to protect the sprinkler from
damage, which could occur during construction before
the cover plate is installed. Standard cover plate finish:
[White] [Custom Color-specify]. ]. Concealed pendent
sprinklers shall be Reliable Model F1 Res 49 CCP, SIN
R3516 (Bulletin 135).
Model F1 RES 40 and F1 Res 44 Horizontal Sidewall
Residential Sprinkler Specifications
Model F1 Res 40 Horizontal Sidewall Sprinkler
Sprinklers shall be [cULus Listed] [New York City MEA
Approved (258-93-E)] low flow residential horizontal
sidewall sprinklers engineere2 to provide a minimum
design density of 0.05 gpm/ft over the listed coverage
area. Listed flows as specified by the manufacturer's
technical data sheets are to be used. Residential
sprinklers shall be installed in conformance with the
manufacturer's installation guidelines and the applicable
installation standard. Where horizontal sidewall residential
sprinklers are installed under sloped ceilings having a
pitch of up to [ 4/12] [8/12], the sprinklers shall be listed for
such use. Sprinkler frame and deflector shall be of bronze
frame construction having a ½" NPT thread. Water seal
assembly shall consist of a Teflon-coated Belleville spring
washer and top-loaded extruded cup with 3 mm glass
bulb containing no plastic parts , and having a temperature
rating of [155°F (68°C)] [175°F (79°C)]. Sprinklers shall
have a nominal K-factor of 4.0 (57.1 ). Standard finish :
[Bronze] [Chrome-plated] [White Polyester] [Special
finish-specify]. Residential horizontal sidewall
sprinklers shall be Reliable Model F1 Res 40, SIN R3538
(Bulletin 135).
Model F1 Res 40 Recessed
Horizontal Sidewall Sprinkler
Use description for the Model F1 Res 40 horizontal
sidewall sprinkler with the following modifications: Replace
"horizontal sidewall sprinkler" with "recessed horizontal
sprinkler." Add: Recessed escutcheon assembly shall be
a steel, two-piece escutcheon with ½" adjustment (Model
F2). Standard finish shall be [brass][bright chrome] [white
painted] [Special finish-specify]. Residential recessed
horizontal sidewall sprinklers shall be Reliable Model F1
Res 40/F2, SIN R3538 (Bulletin 135).
Model F1 Res 44 Horizontal Sidewall Sprinkler
Sprinklers shall be [cULus Listed] [New York City MEA
Approved (258-93-E)] low flow residential horizontal
sidewall sprinklers engineered to provide a minimum
design density of 0.05 gpm/ft2 over the listed coverage
area. Listed flows as specified by the manufacturer's
technical data sheets are to be used. Residential
sprinklers shall be installed in conformance with the
manufacturer's installation guidelines and the
applicable installation standard. Where horizontal
sidewall residential sprinklers are installed under sloped
ceilings having a pitch of up to [ 4/12] [8/12], the
sprinklers shall be listed for such use. Sprinkler frame
and deflector shall be of bronze frame construction
having a ½" NPT thread . Water seal assembly shall
consist of a Teflon-coated Belleville spring washer and
top-loaded extruded cup with 3 mm glass bulb
containing no plastic parts, and having a temperature
rating of [155°F (68°C)] [175°F (79°C)]. Sprinklers shall
have a nominal K-factor of 4.4 (62.8). Standard finish :
[Bronze] [Chrome-plated] [White Polyester] [Special
finish-specify]. Residential horizontal sidewall
sprinklers shall be Reliable Model F1 Res 44, SIN R3531
(Bulletin 135).
Model F1 Res 44 Recessed
Horizontal Sidewall Sprinkler
Use description for the Model F1 Res 44 horizontal
sidewall sprinkler with the following modifications:
Replace "horizontal sidewall sprinkler" with "recessed
horizontal sprinkler." Add: Recessed escutcheon
assembly shall be a steel, two-piece escutcheon with ½"
adjustment (Model F2). Standard finish shall be
[brass][bright chrome] [white painted] [Special finish-
specify]. Residential recessed horizontal sidewall
sprinklers shall be Reliable Model F1 Res 44/F2, SIN
R3531 (Bulletin 135).
The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research
Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances, whenever applicable.
Products manufactured and distributed by RELIABLE have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputable
sprinkler contractors located throughout the United States. Canada and foreign countries.
Manufactured by n. 1· • bl @ The Reliable Automatic Sprinkler Co., Inc. e la I (800) 431-1588 Sales Offices
· (800) 848-6051 Sales Fax
. (914) 668-3470 Corporate Offices
www.reliablesprinkler.com Internet Address
JI\ Recycled ~ Paper
Revision lines indicate updated or new data.
EG. Printed in U.S.A. 8/04 P/N 9999970235
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CoeMJNLTY: BRESSI RANCH PA 12 PRIMROSE PmNT
FINAL IW\PI: TIID ~
TEN TA lJ\/E TRACT MAP#: CT02-1-I
COUNTY: S--.n Oiego
SlJPERfl,(J"ENDENT: T?O ASST: TBD
CONSTRUCTION PHONE•: no
CONSTRUCTION FM I: TIO
ADDRESS: TIil
SALESOFACE S: i8D FAAI: TBO
ADDRESS: TllO
PHASE FM:
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RE'Jl!.IONS:
12.5.al l'l.,;-'R"
COLOR
ELEV. filXI& ti SCHEME ADDRESS
C TRADITIOl'tAl 3 2731 Ascot Ant.
A SPANISH t m7 Ai.ect A\'e.
8 MONTEREY 5 2723 Ascot A\'e.
C TRADITIONAL 4 2719 Ascol Ave.
a MONTEREY ti Z715 Ascol A•Je.
A SPA141SH 2 2J,1 Ascot A•te.
C TRADITIONAL 5 2707 Ascot Ave.
C TRADITIONAL R 9 2730 AliCOI Av~.
8 MONTEREY R 7 27:26 As<CI Ave.
A SPANISH R 3 Tn2..A'SCIJI. Ave.
B MONTEREY R a 2718AscotAve.
C TRADITIONAL R 1t 2714 Asoot A•,e.
-~ SPANISH 1 2710 A:Kat Ave.
B MONTEREY R ; 27C6Ascot.Ave.
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DISTIUBUJION:
12.t?.Ol U~<la!M SF 211chdlfd •si-.ite• 1.25.05 t>er PCC HS 4TI rrom 3A -> 1.6. & HS 478 from 2.&.R _, 1 l!lR
4. IS.04 u~ p~.asi:t11 a i'lV'.sa<:i 'R' ~-1.25.&5 ""' P!:!C HS '4'9 from 18 _, 7.A
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RESIDENCE SF GARAGE SF PORCH SE
2,6C6 476 76
2,094 475 13
2,176 475 7
2,094 475 13
2,605 476 83
2,094 475 13
2,506 S60 20
2,506 56D 20
2,605 476 83
2.094 415 13
2,506 5€0 20
2.605 <175 76
2.175 475 7
2.0S4 .f75 13
.Note:
,t·· • GARAGE IS ON ft.lGKT Wttat FACING FRONT DOOR
-dulota. homes nellding flro SJ)rlnllll1ts -
COST CENT?R
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lllru Ch•l'll«f ?Ian• ln;,nla07->~"5. Plan 324$3-> ~ Plan 22!~ irn1, Pl>:: I ~ Z!lif4
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2f 3-I 81-L'O-OO
213-181-21-00
213-181-22-<lO
21~1111-2.1-00
21~11!1-24-00
213-1111-25-00
213-181-32-00
213-1111-31-GO
213-181-JQ--(!0
213-131-29-00
21J..l8'1-23-00
213-181-27--00
2.13-181-26-00
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