HomeMy WebLinkAbout055-450-022LLi 1+1\V a.i vv. LWViLL1711LZL 1'llw Jrc�1 lVnLr.,t� 1'111/![tSU L1l..r7 �, d - out51,111'J.'HL, rage 1
ENGYNEERS`: William F. Squyres, Jr. (530) 345-1012.
ADDRESS : 166 E 3rd Street, Chico, CA 95928.
Date: 09-09-2008 File: C:\RESDEN56\James #1.RES
JOB : Residential 2 Heads Flowing
DESIGN I SPRINKLER MANUF
RELIABLE -
RCF49,
16x16,
K=4.9, P=7.0
MODEL
RCF49
I DENSITY
0.05 Gpm/Sq Ft
VALVE
.0 Psi
I AREA / SPR
; 256 Sq
Ft
DESIGN
AREA : 512 Sq Ft
SPRINKLER Q
13.0 Gpm
METER
13.0 Psi
I NODES
11
PIPES
11
SOURCE I STATIC 60.0
Psi RESIDUAL 10.0
Psi
FLOW 169 Gpm
DESIGN I SPRINKLER MANUF
: RELIABLE -
RCF49,
16x16,
K=4.9, P=7.0
MODEL
RCF49
SPRINKLER Q
13.0 Gpm
VALVE
.0 Psi
I SPRINKLER P
7.0 Psi
METER
13.0 Psi
NODE ELEVATION
K-
PRESSURE DISCHARGE
NO. Feet
-----------------------------------------------------------
FACTOR
Psi
Gpm
1 10.0
4.9
7.1
13.0
2 10.0
4.9
7.8
13.7
3 10.0
8,6
4 10.0
9,3
A 10.0
8.6
B 10.0
9,8
5 10.0
10.6
6 10.0
12,2
7 3.0
17.2
8 1.0
24.1
5.0 DOME ,�j�✓ ��� I Cf 6 3
9 1.0
SOURCE
39.5
31.6 BUTTE cou IV
SPRINKLERS FLOWING
2
MUVG D1VI�
S�p
O
AREA PER SPRINKLER
TOTAL DESIGN AREA
256
512
Sq Ft
Sq Ft
w �P aV n
� Z 5V'X�
MIN SPRINKLER FLOW
13
GpmOT10N
CONS
REQUIRED DENSITY
.051
Gpm/Sq
Ft
COMPUTED DENSITY
.051
Gpm/Sq
Ft
W Es
0
Pr
TOTAL SPRINKLER FLOW
31.6
Gpm
r ctin
TOTAL DOMESTIC FLOW
5
Gpm
o.275
TOTAL WATER REQUIRED
31.6
Gpm
UPC
TOTAL SPRINKLER PRESS
26.5
Psi
WATER METER LOSS
13.0
Psi
VALVE FIXED LOSS
.0
Psi
Copyrbyht(2008)
SUPPLY PRESS AVAILABLE
57.7
psi
DEMAND PRESS-REQUIRED3
Psi
Hydronics Engineering
PRESSURE CUSHION
18.2
si
34119
Fremont B1, Suite 609
Fremont, Ca., 94555
MAXIMUM VELOCITY
10.7
F/S
(800) 845-9819
Lta ✓..V L11 J. �.., • L�L'JV 1LlL' LSI ICLJJ
l lnr, ornlivnLLtc niLltttiVLll,J 5. b
- bubmITTAL.
Page
2
ENGINEERS : William F.
Squyres, Jr. (530)
345-1012.
ADDRESS : 166 E
3rd
Street,
Chico, CA
95928.
Date:
09-09-2008
File:
C:\RESDEN56\James #1.RES
JOB :
Residential
2 Heads
Flowing
PIPE
BEG
FLOW
K -FACTOR
LENGTH
C -FACTOR
PRESSURE
NO.
Gpm
FITTING
TYPE
FTG
FRI-LOSS
(Psi)
--------------------------------------------------------------------------------
END
DIAMETER
TOTAL
(Psi/Ft)
1
q=
13.0
K=
4.9
L=
2.5
Pt
7.1
Pt
7.1
1
Q=
13.0
F=
LL
F=
14.0
C= 150
Pe
.0
Pv
-.3
Vel=
6.9
D=
.874
TL=
16.5
.0939
Pf
1.5
Pn
6.7
3
--- -----------------------------------------------------------------------
Pt
8.6
2
q=
13.7
K=
4.9
L=
.5
Pt
7.8
Pt
7.8
2
Q=
13.7
F=
L
F=
7.0
C= 150
Pe
.0
Pv
-.4
Vel=
7.3
D=
.874
TL=
7.5
.1035
Pf
.8
Pn
7.5
A
--------------------------------------------------------------------------
Pt
8.6
3
q=
.0
K=
.0
L=
6.5
Pt
8.6
Pt
8.6
3
Q=
.4
F=
R
F=
1.0
C= 150
Pe
.0
Pv
.0
Vel=
.2
D=
1.101
TL=
7.5
.0001
Pf
.0
Pn
8.6
--------------------------------------------------------------------------
A
Pt
8.6
3
q=
.0
K=
.0
L=
17.0
Pt
8.6
Pt
8.6
4
Q=
12.5
F=
BRR
F=
7.0
C= 150
Pe
.0
Pv
-.1
Vel=
4.2
D=
1.101
TL=
24.0
.0286
Pf
.7
Pn
8.5
--------------------------------------------------------------------------
4
Pt
9.3
4
q=
.0
K=
.0
L=
36.5
Pt
9.3
Pt
9.3
5
Q=
12.5
F=
L3R
F=
10.0
C= 150
Pe
.0
Pv
-.1
Vel=
4.2
D=
1.101
TL=
46.5
.0286
Pf
1.3
Pn
9.2
--------------------------------------------------------------------------
5
Pt
10.6
A
q=
.0
K=
.0
L=
29.5
Pt
8.6
Pt
8.6
6
Q=
14.1
F=
3R
F=
3.0
C= 150
Pe
.0
Pv
-.2
Vel=
4.8
D=
1.101
TL=
32.5
.0357
Pf
1.2
Pn
8.5
--------------------------------------------------------------------------
B
Pt
9.8
B
q=
.0
K=
.0
L=
17.0
Pt
9.8
Pt
9.8
7
Q=
14.1
F=
L
F=
7.0
C= 150
Pe
.0
Pv
-.2
Vel=
4.8
D=
1.101
TL=
24.0
.0357
Pf
.9
Pn
9.6
--------------------------------------------------------------------------
5
Pt
10.6
5 -
q=
.0
K=
.0
L=
1.5
Pt
10.6
Pt
10.6
8
Q=
26.6
F=
BL
F=
12.0
C= 150
Pe
.0
Pv
-.5
Vel=
9.0
D=
1.101
TL=
13.5
.1155
Pf
1.6
Pn
10.1
--------------------------------------------------------------------------
6
Pt
12.2
6
q=
.0
K=
.0
L=
7.0
Pt
12.2
Pt
12.2
9
Q=
26.6
F=
3RS
F=
10.0
C= 150
Pe
3.0
Pv
-.5
Vel=
9.0
D=
1.101
TL=
17.0
.1155
Pf
2.0
Pn
11.7
--------------------------------------------------------------------------
7
_
_Pt
17.2_
a+..+via vi r,3_u L iru, orr%.L"r�uzrC nivr_t uuit;b J. b - SUBMITTAL. Page 3
ENGINEERS : William F. Squyres, Jr. (530) 345-1012.
ADDRESS : 166 E 3rd Street, Chico, CA 95928.
Date: 09-09-2008 File: C:\RESDEN56\James #(1.RES
JOB : Residential 2 Heads Flowing
PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE
NO. Gpm FITTING TYPE FTG FRI-LOSS (Psi)
END DIAMETER TOTAL (Psi/Ft)
---------------------------------------
7 q=
.0
K=
.0
----------------------------------------
L=
300.0
Pt
17.2
Pt
17.2
10 Q=
26.6
F=
RLB
F=
18.0 C= 150
Pe
.9
Pv
-.1
Vel=
4.3
D=
1.598
TL=
318.0 .0188
Pf
6.0
Pn
17.1
11
8 q= 5.0 K= .0 L=
Q= 31.6 F= F=
Vel= 10.7 D= 1.101 TL=
9
--------------------------------------
Pt 24.1
---------------------------------
15.0 Pt 24.1 Pt 24.1
.0 C= 150 Pe .0 Pv -.8
15.0 .1589 Pf 2.4 Pn 23.3
Pt 26.5
---------------------------------
Meter =13.0
--------------------------------------------------------------------------
12 Q= 31.6 <<< SOURCE >>> Pt 39.5
--------------------------------------------------------------------------
E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly
111 Lt�V1V 1l.J. L�r1J1 Lr,1Vl1y, rltcr, OrAIVALLA 111VXaUJj1Ub 5. b - SUBMITTAL.
ENGINEERS : William F. Squyres, Jr. (530) 345-1012.
ADDRESS : 166 E 3rd Street, Chico, CA 95928.
DATE : 09-09-2008 FILE C:\RESDEN56\James #1.RES
'JOB : Residential 2 Heads Flowing
PSI FIRE SPRINKLER HYDRAULIC GRAPH
100
90
80
70
60
50
40
30
20
10
0
40 60 80 100 120 140 160
FLOW - Gpm
-0 Water Supply
Static . 60.0
Resid : 10.0
Flow : 169.0
s Water Demand
Avl Pr :57.7 Q 32
Req Pr :39.5 @ 32
Pr Cush :18.2
Copyright: Hydronics Engineering, 2008.
34119 Fremont Bl, Suite 609,
Fremont, CA. 94555.
(800) 845-9819.
180 200
Bulletin 006 pay.D
Model RFC43 (SIN RA0612)
R%ft%�000' Model RFC49 (SIN RA0616)
Flat Concealed
Residential Sprinklers
a
A Concealed Residential
Sprinkler engineered for a
minimum design density.
of 0.05 gpm/ftz with low GPM
requirements.
Features
1, Very low water. flow requirements.
2.1/2" (13mm) Total. adjustment.
3. Thread-On/Thread-Off or
Push-On/Thread Off
cover attachment option.
4. Smooth aesthetic ceiling profile.
5. Available in brass, chrome and
black plated or painted finishes.
Listings &Approval
1, Listed by Underwriters Laboratories,
and certified by UL for Canada (cULus)
2, NYC MEA 258-93-E
UL Listing Categories
Residential Automatic Sprinklers
UL Guide Number
VKKW
lnstailatlon Data: RFC49 IRA06,16
44
'?i?!R :,i:. •.'•4F�:xy�t'..•., 7�•�, (�ii:.j=.1 i%`tL'� t?sti��>.,
+'v' ,..s2. �I. .1;1w...:y�:.L. ?�r• ... C • .�F 1 ,"I..+y
vY` ,ivT{'�i�y.,_I-.,'iiJ•`:, �TiYF�. Y• 1.t •��1'�..`,';�::fy iy.
Thread Size
Inch (mm)
K
Factor
Sprinkler
Spaein�
ft. (m)
Maximum
Distance
to Wall ft. (m)
Minimum
Distance between
sprinklers, ft, (m)
Minimum Required
Sprinkler Discharge
Flaw
Press.
Spm (Lpm)
pal (kar)
" (15mm
'/s" (15mm
4.D
4.9
12 x 12 3,6x3.6
14 x 14 4,3x4.3
6 1,lS3
7 213.
a 2.43
13 9
7,0 0.4a
�15mm
4.9
16 x 16 4,9x4.9
8 2.43
8 2.43
i 2,43
13 9
13 �-4
49
7.00.485mm
7.0 0.48
" 15mm
4.9
4.9
18 x 18 5.5x5,5
20 x 20 6,0x6.0
9 2,74
10 3.05
a (2.43
a (2.43
17 (64,3
20 (7,.
12.0 0,83
16.7 (1,14
Note; 1 bar .100 Kpa
� ,! .��r ;�i►i r 3 i � rN ,��- lriy�• �i' \r �i�.rl ii yY � r�' �'M I
i
Ir
Basic Principles of
These areas must
Solvent Cementingbe
softened and
HF5-2 02-97
neMasterO1
pipe and -fittings is tilt last vital linic in a plastic -pipe
instalkition, It can mean the success of- failure or
the system as a whole: Accordingly, it requires ll'ie
Sprinkler
Piping
;
to plhcr' components ur tlhc Sy uln.
Products
'[*here are many solvent ccrnentirig techniques
unMn using the (')NE 511:1'
� ,! .��r ;�i►i r 3 i � rN ,��- lriy�• �i' \r �i�.rl ii yY � r�' �'M I
i
Ir
Basic Principles of
These areas must
Solvent Cementingbe
softened and
penetrated
The solvent cemented connection in thermoplastic
pipe and -fittings is tilt last vital linic in a plastic -pipe
instalkition, It can mean the success of- failure or
the system as a whole: Accordingly, it requires ll'ie
same professional afire ;If)(I atlel tliolI Ilial are clivcrl i
;
to plhcr' components ur tlhc Sy uln.
'[*here are many solvent ccrnentirig techniques
unMn using the (')NE 511:1'
published covering step by step procedures on'ust
j
ccniryninq prorrrss, penelrallon ai id
how to make solvent cemented joints. I•lowevel;
softening can be achieved by the
cemenl itsrlf It Carl UNE srEP
we feet that if the basic principles involved are
remeenting procedures carefully;
explained, known and understood, a leiter
refer to insialladun ii istructions). ror
c ci lain ci7res, unrier certain
understanding would be gained, as to what
coridilions, It stay be desiiable to
techniques are necessary to suit particular
use the iwo sl Er process which
applications, temperature conditions, and variations
tttflizes a p►kilei- to ensure adequate
in size and fits of pipe and fittings.
softening. For example, when
working in cold weather with large
Be aware at all times of good safety practices.
ddanteter pipe. mote time and
ad(litlanal applications may he
Solvent cements for pipe and fillings are flammable,
required.
so there should be no smoking nor other sources
of heat or flame in,working or storage areas. Be
Cement coatings of
sure to work only in a well ventilated space and
sufficient thickness
avoid unnecessary skin contact with all solvents.
More detailed safety information is available from
Harvel or IPS (Weld -On) Corporation.
To consistently make good
nnate
joints, the following should
Il kin sullicirtnl cement W Idll
ll ie loose part or Lhe joinunust be
be carefully- understood.
applied. Resides filling the gap,
adequate cement layers will
1
Irrrirliair. Il ie atrfaces and also
1fe111,1111 w''1 urrlil llir I%
The joining surfaces must be softened
jollil
and made semifluid.
assembled. Prove Uids yourself.
Apply on she lop surface of a piece
Z Sufficient cement must be a lied fill
of pipe two separate layers of
Pp to
the gap between pipe and Fitting,
cement. First flow on a heavy layer
of censers, Ileo alongside Ila thin
_-_--b- -------_------__._ __---__--�u+shed-anrl-layrr-I�sEthe
3�ssemly o p1 pipe and -f tti-ngsY— must file
layers---
-SO
made while the surfaces are still wet
CVery 15 se(:an.IC Ell by a gentle
lap with your finger. You will note
and fluid.
Ilial the titin layer loonies tacky
4 Joint strength develops as the cement
and then dries quickly Iprobably
will An 15 seconds) *1 he Iieavy layer
dries. In the tight part of the joint the
will rennin wet touch longer. Now
surfaces will tend to fuse together, in
check for pet ietralion a few minutes
after applying these layers. Scrape
the loose part the cement will bond to
thein with a kirife. iIie Il tin layer
both surfaces.
will leave act little nr no
peneiiatfon. The heavy wie. much
more penetration.
Surfaces must be
assembled while they
are wet and soft
Y-77 _..
t.
rr
If die cement coatings an the pipe
and filings are Wel and fluid when
assembly takes place, they will lend
to flow together and become one
layer. Also, If die cernenl is wet die
surfaces beneath thern will still be
soft, arird if sultened surfaces In
the tight part or the Joint will tend
to fuse together.
Surfaces
Ben
As the solvent dissipates, the
cement layer and the softened
sulfates will Itafclen with a
corresponding increase in joint
suength. A good joint will take the
required working pressure long
hofrxc II is joint is fully dry and final
slienyll i Is nil air led. ki the Uyht
(fused) part of the joint, strength
will develop more quickly than in
the looser (bonded) part of the
joint. information about the
development of hond suengih of
-solvent reinenled jnUtts isavallable.
The Q UAL17'Y Line
FOR SMALL PIPE
P0VSR-SFG`�"`���
VANE TYPE WATERFLOW ALARM SWITCH
• The Symbol of Protection WITH RETARD AND GLUE -IN UNION
CUL, UL and CSFM Listed, CE Marked, NYMEAACCEPTLrD
Service Pressure: Up to 175 PST (12,07 NAR)
Minimum Flow Rate for Alarm: 11-10 GPM (30-38 LPM)
Maximum Surge: 111 FPS (5,5 m/s)
Enclosure: Die-cast, red powdercost finish
No.1113555: Cover held in place with tamper resistant screws
No. 1113600 - Tamper. Cover incorporates micro -switch.
#7 Cover Tamper: Activated by cover removal.
' Cover Tamper Switch Contacts: One set SPDT, Rated
at 250VAC.
Cover Tamper Switch Terminations: t" 22AWG wire
leads.
US Patent No. 6,471,255
Stock No. 1113555
1113600 W/TSK
Contact Ratings: Two sets of SPDT (Form C)
15.0 Amps at 125250 VAC
2.0 Amps at 30 VDC
Conduit Entrances: Two knockouts provided for 12" conduit
Usage: Listed CPVC plastic piping systems manufactured by Central
Sprinkler Corp., Grinnell Sprinkler Corp., Spears Manufictur-
ing Co., and I? EX (Scepter).
Fits pipe sizes - 1% 1-1/4", 1-12" and 2"
Environmental Specifications:
• Suitable for indoor or outdoor use with factory installed gasket
and die-cast housing.
• For NEMA 4/1 P55 rated enclosure -use with appropriate conduit
Service Use: fitting and/or plugs.
Automatic Sprinkler NFPA-13 • Temperature range: 40- F to 120' F (4,5• C to 49' C)
One or two family dwelling NFPA-13D Caution: This device is not intended for applications in explosive envi-
Residential occupancy up to four stories NFPA-13R ronments.
National Fire Alarm Code NFPA-72
The Model VSR-SFGisa vane typewaterflowswitch foruseonwet sprinkler operation of the VSR-SFG. Sec Fig. I.) Wait 2 to 4 hours to allow the
systems using CPVC plastic fittings manufactured by Central Sprinkler Clue to dry before attaching the VSR-SFG to the I" male fitting. Select the
Corp., Grinnell Sprinkler Corp., Spears Manufacturing Co., and IPEX proper paddle for the pipe size and type of TEE used. See Fig. 3 and Fig. 5
(Scepter) that use 1 ", 1-114 ", ] -12" or 2" pipe sizes. It is equipped with a for instructions on how to change paddle. Verify that the o -ring is properly
union to accommodate installation in confined spaces. positioned in its groove. l land tighten the nut on the union after orientingthe
The unit contains two single pole double throw snap action switches and an device in the appropriate direction to detect waterflow as shown in Fig. 2.
adjustable, instantly recycling pneumatic retard. The switches are actuated CAUTION. Do not over -tighten the union nut, hand tighten only)
when a flow of 5-10 gallons per minute (30-39 liters per minute) or more
occurs downstream of the device. The flow condition must exist for.f period 'M vane mast not rub the inside bf the TEE or bind in any way. The stem
of time necessary to overcome the selected retard period. should move freely when operated by hand.
INSTALLATION: These devices maybe mounted on horizontal or vertical INSPECTI ONAND TESTING: Check the operation ofthe unit by opening
pipe. On horizontalP 1 e theyshould be installed on the top side of the pipe the inspector's test valve at the end of the sprinkler line or the drain and test
p
where they will be accessible. The units should not be installed within 6 (I 5 connection, if an inspector's test valve is not provided.
cm) of a valve, drain or fitting which changes the direction of the waterllow. If there are no provisions for testing the operation of the flow detection
The unit has a 1 " male fitting for gluing into a CPVC plastic TEE. device on the system, application of Ilia VSR-SFG is not recommended or
Loosen the union nut and separate the I" male fitting from the VSR-SFG. advisable.
Glue tl)e I" male fitting into the TEE following the TEE manufacturer's The frequency of the inspection and testing and its associated protective
irritructions for preparation and gluing of CPVC piping systems. (NOTE: monitoring system should-bc_in accordance-with--the.-.applicable NFPA-
- -- — - - -- - - -
re 1 le sitting rnust 6�Ttom out -on i e stop of the TEE for proper Codes and "Standards and/or authority having jurisdiction (manufacturer
recommends quarterly or more frequently).
Potter lilcctric Signal Company 2081 Craig Road, St. Louis, MO, 631464161 • Phone: 900-325-3936/Canada 222-282-1233 • www.potuasignal.com
PRINTtir) IN USA MITT. V111100009 - MW P
MPG.115401062 - 11/05 PA131:1 01:2
'-`� 5^J6L 1 gun AMU MAINTENANCE INSTRUCTIONS
SSM and SSV BELL Series
SPOCifiications
SSM. Series:
Voltage:
Operating Voltage Limit:
Maximum Current:
Operating Temperature:
SSV Series:
Voltage:
Operating Voltage Limit:
Maximum Current:
Operating Temperature:
24 VDC SSM
SSM24-6
SSM24-8
SSM24-10
120 VAC SSV
SSV120-6
SSV120-8
SSV120-10
P - Polarized
S - Suppressed
(6", 24 VDC, P, S)
(8", 24 VDC, P, S)
(10", 24 VDC, P, .S)
(6", 120 VAC)
(8", 120 VAC)
(10", 120 VAC)
Regulated 24 VDC
16 - 33 VDC
DC - 31.1mA/FWR - 53.5mA
-310 to 1506F (-35- to +666C)
Regulated 120 VAC
96 - 132 VAC
53MA
-310 to 150-F (-350 to +66-C)
UL Reverberant Room
Sound Output per UL 464 (dEA)
82
80
81
85
82
82
Important
Please Read Carefully and Save
This instruction manual contains important information
about the installation and operation of bells. Purchasers
who install bells for use by others must leave this manual
or a copy of it with the user.
System Sensor supplies bells for nearly all sprinkler/fire
alarm/burglar applications.
These instructions apply to all System Sensor bells in the
series. Read all instructions carefully before beginning.
Follow only those instructions that apply to the model you
are installing.
a!EYSTE'
SEA
&64 41
31925 Ohio Avenue, St. Charles, Illinois 60174
1-900-SENSOR2, FAX: 630-377-6495
www.systemsensor, corn
NOTE: All SSM Series DC bells were only tested at the
16-33 Volt-DC/FWR limits. All SSV Series AC bells were
only tested at the 96-132 Volt AC limits. This does not
include the 80% low-end or 110% high-end voltage limits.
General Description
The National Fire Protection Association has published
codes, standards, and recommended practices for die
installation and use of the above appliances. It is recom-
mended that the installer be familiar with these require-
ments, with local codes, and any special requirements of
the authority having jurisdiction.
These bells are intended to be connected to alarm indicat-
ing circuits ,of UL listed
CAUTION fire alarm control panels. The SSM
series is polarized to enable supervision of the installation
Do not use in potentially explosive atmospheres. wiring. The SSM bells require 24 VDC and the SSV bells
Do not leave any unused wires exposed. require 120 VAC.
)770-11-00
156-0674-001
rhrA
WOO
CORO
36 INCORIORATEI
NA, CA • f/D/1 737•G5//
FIG. 23
Size Range - 3/4" thru 2" C.P.V.C. pipe.
Material - Carbon Steel with galvanized -finish. -G-90 -govt spec...
Function - The Fig. 23 and Fig. 24 are intended to perform as a
hanger/restrainer to support only C RV.C. piping used in
_ automatic fire sprinkler systems
Fig. 23 and Fig. 24 can be installed on the top or on the bottom
of a beam. The Fig. 23 can also be installed on the side of a
beam
The Fig. 23 and Fig. 24 can also function as a restrainer to prevent
the upward movement of the sprinkler head during activation.
Approvals - Underwriters' Laboratories listed to support fire
sprinkler piping. Meets and exceeds the requirements of
N.F.P.A. 13,13P, and 13D.
Features - The Fig. 23 and Fig. 24 incorporate features which
--r—pro 4ect the pipe and catse installaLlon. a are eage�esign
FIG. 24
HANGER FOR C-P.V.C. PLASTIC PIPE
DOUBLE FASTENER STRAP TYPE — SIDE MOUNT
A -�
protects the C.P.V.C. pipe from any rough surface.
The .Fig..23-design incorporates snap -retainers -allowing easier
and faster installation.
The Fig. 23 and Fig. 24 are easily attached to the building struc-
turw using thehl,n hiv h.� _e�f_th�ead+R- SCfew&L wniAed-
with the product It is recommended that rechargeable electric
drills fitted with a hex socket attachment be used as installation
tools. No impact tools (such as a hammer) or impact fasteners
(such as drive screws or nails) are allowed. Damage has been
known to result from installations using impact type tools. No
pre drilling of a pilot hole in wood is required.
Order By - Figure number and C.P.V.C. pipe size.
Patents Pending
*-Hardened hex head self threading screw is furnished with the
product and is the mini m1Rm fastenersize occeptable.
C.P. V. C.
A
t
C
MAX. HANGER FASTENER APPROX.
PIPE SIZE
'FIG. 23 FIG. 24
FIG. 23 FIG. 24
FIG. 23 FIG. 24
SPACING HEX HEAD WEIGHT
SIZE PER 100
r 3Y 4 ,r
h}]�
w`7 �''
3-1/8 2-5J16
tr Q{
���'rJ'.f)
1-91.16 1-5/32
7 y
�'al�k�1`�. 1611:LI.�J/� 6��i,.''.ri'
1-3/16 1-3_/16_
y r�
,ri'J.�.J' l�a� ���'.3 Yfi",..�-?'
5-1/2 5/16 9
1+ ilk'•.,+
��r�ir,�� gr
NIM
11 4
4-316 3
fw+"
3 32 1 1�2
73 . }s721-1
ai=5/8
1-316 13 16
/ /
1=% ,i:?1�r3/16F
6 1/2 5/16 11
r IARN, r i �; Y G� ' y
2
RFIIICCn 7 rn•
4-7/3 3-11/1612-7/16
1-27/32
��'
_1-3/16 1-3./16
•�3y Rv'}YP�YNi�: C
8 5/16 1 F
00
a x sa wrn� � �w cu�wr•
N
INA,
Ixvok G 4 ItN1NNt rt j
►u -o '°jy °►-a r 3� o -o
O 3
N h
j-- O -0 r
N
0
00
a
1.0
IN
O
�o
IBJ
.,14 6-6 O d
i'9 °
q_o
�
O
Wme-4
REVISIONS I BY
i.;
O
U
a
1. System to be installed per N.F.P.A. 13D, Manufacturers specifications,
and local A.H.J.
2. System provides protection in selected areas only as per N.F.P.A. criteria
3. All piping to be "listed" CPVC or equiv.
4. Pipe hangers to be "TWlco" or equiv. —
5. Freeze protection, carpentry and electrical by others.
6. Riser to be installed int "stud bay" within indicated wall. u
7. Exact pipe run lengths and head location subject to field verification.
8. Heads to be Reliabl
Flows based o »6'X16' gra pattern. (see attached calcs. And spec, sheets)
9. All pipes to b ess otherwise noted. '
10. All ceilings are flat and 9'0" in height, unless otherwise noted Z .14
_ 11. "Tolco" pipe hanger spacing per attached manufacturers spec. sheet. o N
a) The maximum from hanger to the end of line on 3/," CPVC pipe is 9,, a M a
b) The maximum from hanger to the end of line on 1" CPVC pipe is 12"
c) The maximum distawce between hangers on 1" CPVC pipe is 6'- 0"
d) The maximum distance between hangers on 3/a" CPVC pipe is 5'- 6"
12. Total heads required = 12
13. Future Additions of heat sources, like gas or wood burning stoves, should be
installed according to N.F.P.A. 13D residential sprinkler installation guide. j
y
{H
"G
acv
rr
0
Date g ,2-7-0�3
A Scale
Drawn 5
Job j
WU7rTE COUNTY Sheet
BOOLUNG DIVISION
APPROA/Fr Of SheI
ENGINEERS : William F. Squyres, Jr. (530) 345-1012.
ADDRESS : 166 E 3rd Street, Chico, CA 95928.
Date: 09-09-2008 File: C:\RESDEN56\James #2.RES
JOB : Residential 2 Heads Flowing
DESIGN
SPRINKLER
MANUF
RELIABLE -
RCF49,
16x16,
K=4.9,
P=7.0
MODEL
RCF49
`
( DENSITY
0.05 Gpm/Sq
Ft
VALVE
.0
Psi
AREA / SPR
256 Sq
Ft
DESIGN
AREA :
512
Sq Ft
SPRINKLER
Q
13.0 Gpm
METER
13.0
Psi
NODES
12
PIPES
12
SOURCE
STATIC
60.0
Psi RESIDUAL 10.0 Psi
FLOW
169
Gpm
DESIGN
SPRINKLER
MANUF
: RELIABLE -
RCF49,
16x16,
K=4.9,
P=7.0
MODEL
RCF49
SPRINKLER
Q
13.0 Gpm
VALVE
.0
Psi
SPRINKLER
P
7.0 Psi
METER
13.0
Psi
NODE
ELEVATION
K-
PRESSURE DISCHARGE
NO.
-----------------------------------------------------------
Feet
FACTOR
Psi
Gpm
1
10.0
4.9
7.0
13.0
2
10.0
4.9
7.2
13.2
3
10.0
8.1
4
10.0
9.5
A
B
10.0
10.0
9.7
10.2
5
10.0
10.8
6
10.0
11.7
BUTTE COUNTY
7
8
10.0
3.0
12.9
17.8
n L�1`y fury
BUI MNG ��VISV
9
1.0
23.5
5.0
DOME
APPROM)
10
1.0
SOURCE
38.8
31.1
SPRINKLERS FLOWING
AREA PER SPRINKLER
TOTAL DESIGN AREA
MIN SPRINKLER FLOW
REQUIRED DENSITY
COMPUTED DENSITY
TQTAL SPRINKLER FLOW
TOTAL DOMESTIC FLOW
TOTAL WATER REQUIRED
TOTAL SPRINKLER PRESS
WATER METER LOSS
VALVE F IXhz;U ij 5
SUPPLY PRESS AVAILABLE
DEMAND PRESS REQUIRED
PRESSURE CUSHION
MAXIMUM VELOCITY
2
256 Sq Ft
512 Sq Ft
13 Gpm
.051 Gpm/Sq Ft
.051 Gpm/Sq Ft
31.1 Gpm
5 Gpm
31.1 Gpm
25.8 Psi
13.0 Psi
Psi
57.8 Psi
3 Psi
19.0 Psi 3
14.0 FIS
Copyright (2008)
by
Hydronics Engineering
4119 Fremont B1, Suite 609
Fremont, Ca., 94555
(800) 845-9819
aai ✓i♦V L.1 V✓. L\LViLJLJL\11CLL L11\J.:1 J rj�1 LV j�,�,A j`j jt ntLL�tiVL11..J J.� JUD111 t1L'iL• rage G
• :i
ENGINEERS : William F. Squyres, Jr. (530) 345-1012.
ADDRESS : 166 E 3rd Street, Chico, CA 95928.
Date: 09-09-2008 File: C:\RESDEN56\James #2.RES
JOB : Residential 2 Heads Flowing
PI'VE BEG FLOW
K -FACTOR
LENGTH
C -FACTOR
PRESSURE
NO. Gpm
FITTING TYPE
FTG
FRI-LOSS
(Psi)
END
---------------------------------------------------------
DIAMETER
TOTAL
(Psi/Ft)
----------------------------------------------------
1 q= 13.0
K= 4.9 L=
4.5
Pt
7.0 Pt 7.0
1 Q= 13.0
F= L F=
7.0
C= 150 Pe
.0 Pv -.3
Vel= 6.9
D= .874 TL=
11 5
0941 Pf
1 1
2
3
4
5
0
7
A
�7
3
•
Pn
6.7
----------------------------------------------------
Pt
8.1
2
q=
13=2
K=
4.9
L=
2.0
Pt
7.2
Pt
7.2
Q=
13.2
F=
L
F=
7.0
C= 150
Pe
.0
Pv
-.3
Vel=
7.0
D=
.874
TL=
9.0
.0967
Pf
.9
Pn
6.9
3
----------------------------------------------------------------
Pt
8.1
3
q=
.0
K=
.0
L=
3.0
Pt
8.1
Pt
8.1
Q=
26.1
F=
R
F=
1.0
C= 150
Pe
.0
Pv
-1.3
Vel=
14.0
D=
.874
TL=
4.0
.3438
Pf
1.4
Pn
6.8
4
---------------------------------------------------------------------
Pt
9.5
4
q=
.0
K=
.0
L=
7.0
Pt
9.5
Pt
9.5
Q=
10.6
F=
B
F=
5.0
C= 150
Pe
.0
Pv
-.1
Vel=
3.6
D=
1.101
TL=
12.0
.021
Pf
.3
Pn
9.4
A
--------------------------------------------------------------------
Pt
9.7
4
q=
.0
K=
.0
L=
28.0
Pt
9.5
Pt
9.5
Q=
15.5
F=
3R
F=
3.0
C= 150
Pe
.0
Pv
-.2
Vel=
5.2
D=
1.101
TL=
31.0
.0427
Pf
1.3
Pn
9.3
5
-----------------------------------------------------------------
Pt
10.8
A
q=
.0
K=
.0
L=
14.0
Pt
9.7
Pt
9.7
Q=
10.6
F=
LR
F=
8.0
C= 150
Pe
.0
Pv
-.1
Vel=
3.6
D=
1.101
TL=
22.0
.021
Pf
.5
Pn
9.7
B
------------------------------------------------------------------
Pt
10.2
5
q=
.0
K=
.0
L=
14.0
Pt
10.8
Pt
10.6
Q=
15.5
F=
B2R
F=
7.0
C= 150
Pe
.0
Pv
-.2
Vel=
5.2
D=
1.101
TL=
21.0
.0427
Pf
.9
Pn
10.6
6
--------------------------------------------------------------------
Pt
11.7
B
q=
.0
K=
.0
L=
35.5
Pt
10.2
Pt
10.2
Q=
10.6
F=
B3R4L
F=
36.0
C= 150
Pe
.0
Pv
-.1
Vel=
3.6
D=
1.101
TL=
71.5
.021
Pf
1.5
Pn
10.1
6
--------------------------------------------------------------------
Pt
11.7
6
q=
.0
K=
.0
L=
5.5
Pt
11.7
Pt
11.7
Q=
26.1
F=
B
F=
5.0
C= 150
Pe
.0
Pv
-.5
Vel=
8.8
D=
1.101
TL=
10.5
.1117
Pf
1.2
Pn
11.2
7
Pt
12.9
-------------------------------------------------------------------
- ... -._ _.-.....
-__ _.-..-�......��..., tea,.. vaa�ia•awLa� 111La�AVL1lrJ J. V - JUDP9111p_u rage S
ENGINEERS : William F. Squyres, Jr. (530) 345-1012.
ADDRESS : 166 E 3rd Street, Chico, CA 95928.
Date: 09-09-2008 File: C:\RESDEN56\James #2.RES
JOB : Residential 2 Heads Flowing
PIPE
BEG
FLOW
K -FACTOR
LENGTH
C -FACTOR
PRESSURE
NO.
Gpm
FITTING TYPE
FTG
FRI-LOSS
(Psi)
-------------------------------------------------------------------------------
END
DIAMETER
TOTAL
(Psi/Ft)
7
q=
.0
K= .0
L=
7.0
Pt
12.9
Pt
12.9
10
Q=
26.1
F= 3RS
F=
10.0
C= 150
Pe
3.0
Pv
-.5
Vel=
8.8
D= 1.101
TL=
17.0
.1117
Pf
1.9
Pn
12.4
--------------------------------------------------------------------------
8
Pt
17.8
8
q=
.0
K= .0
L=
250.0
Pt
17.8
Pt
17.8
11
Q=
26.1
F= RL
F=
10.0
C= 150
Pe
.9
Pv
-.1
Vel=
4.2
D= 1.598
TL=
260.0
.0182
Pf
4.7
Pn
17.7
--------------------------------------------------------------------------
9
Pt
23.5
9
q=
5.0
K= .0
L=
15.0
Pt
23.5
Pt
23.5
12
Q=
31.1
F=
F=
.0
C= 150
Pe
.0
Pv
-.7
Vel=
10.5
D= 1.101
TL=
15.0
.1544
Pf
2.3
Pn
22.7
--------------------------------------------------------------------------
10
Pt
25.8
--------------------------------------------------------------------------
Meter
=13.0
13
--------------------------------------------------------------------------
Q=
31.1
<<<
SOURCE
>>>
Pt
38.8
E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly
riYllKVNl(;5: RE6iDEVTIAL FIRE SPRINKLER HYDRAULICS 5.6 - SUBMITTAL.
ENGINEERS : William F. Squyres, Jr. (530) 345-1012.
ADDRESS : 166 E 3rd Street, Chico, CA 95928.
DATE : 09-09-2008 FILE C:\RESDEN56\James #2.RES
JOB : Residential 2 Heads Flowing
PSI FIRE SPRINKLER HYDRAULIC GRAPH
100
90
80
70
60
50
40
30
20
10
0
4u
bu 80
100 120
°—o
Water
Supply
Static
: 60.0
Resid
: 10.0
Flow
: 169.0
6
-s Water
Demand
Avl Pr
: 57.8
0 31
Req Pr
: 38.8
Q 31
Pr Cush
: 19.0
140 160 180 200
FLOW - Gpm
Copyright: Hydronics Engineering, 2008.
34119 Fremont B1, Suite 609,
Fremont, CA. 94555.
(800) 845-9819.
Bulletin 006 nev.E)
Model RFC43 (SIN RA0612)
Model RFC49 (SIN RA0616) CD
Flat Concealed
Residential Sprinklers
Concealed Residential °
Sprinkler engineered for a
minimum design density
Of 0.05 9PM/ft2 with low CPM
requirements.
Features
1. Very low water flow requirements.
2.1/2" (J arum) Total adtustment.
I Thread-On/Thread-Off or
Push-On/Thread Off
cover attachment option.
4. Smooth aesthetic ceiling profile.
5. Available in brass, chrome and
black plated or painted finishes.
Listings & Approvai
I. Listed by Underwriters Laboratories,
and certified by UL for Canada (cULus)
2. NYC MEA 258-93-E
UL Listing Categories
Residential automatic Sprinklers
UL Guide Number
VKKW
nstallatlon Data: RFC49 RA0616
Thread Size K Sprinkler Maximum Minimum
Inch (mm) Factor SpacinS Distance Distance between
ft(m) to Wall ft. (m) sprinklers, ft, (m)
1/2" i6mm
'/z" �15mm
4,2
419
12 x 12 3,6x3.6
14 x 14 4,3x4,3
6 1,83
7 2.13.
a
'/2" 15mm
'/2" �15MM
4.9
4.9
lax 16 4,9x4,9
18 x 18 5,6x6,6
6 2.43
D
is
'r�" 15mm
4.9
2D x 20 B4Ox6.0
9 2.74
10 3.05
8
8
Note; 1 bar a 100 Kpz
Minimum Required
Sprinkler Discharge
Flow
Press.
o m► (fpm)
psi (t ar)
13 49
7.0 0.45
13
��49
7.0 0,4813
9
7.0 0.4a
J0.83
17 (64.)
12.0
20 (76.7)
16.7 1,14
Amp
Basic Principles of
Solvent Cementing
!lie solvent cemented connection in thermoplastic
pipe and fillings is the last wital link in i1 plastirpihe
installation, It can mean the success 01, failure or
the system as a whole: /Accordingly, it requires the
same professional circ 01ul FlUentioli II»I .urc givcl l
to ol.her co1i1ponents of the system.
'['here are many solvent ccrnentirly techniques
published covering step by step procedures on just
how to make solvent cemented joints. I•lowevel;
we feel that if the basic principles involved are
explained, known and understood, -I letter
understanding would be gained, as to what
techniques are necessary to suit particular
applications, temperature conditions, and variations
in size and fits of pipe and fittings.
Be aware at all times of good safety practices.
Solvent cements for pipe and finings are flammable,
so there should be no smoldrig nur otl ter sources
of heat or flame in..working or storage areas. Be
sure to work only In a well ventilated space and
avoid unnecessary skin contact with all solvents.
More detailed safety information is available from
Harvel or IPS (Weld -On) Corporation.
To consistently make good
joints, the following should
be carefully- understood.
1 The joining surfaces must be softened
and made semifluid.
2 Sufficient cement must be applied to fill
the gap between pipe and fitting.
— ----
-Ass— emb�y of pipe -and must be
made while the surfaces are still wet
and fluid.
4 Joint strength develops as the cement
dries. In the tight part of the joint the
surfaces will tend to fuse together, in
the loose part the cement will bond to
both surfaces.
10
fiiar qtr , t� r . rrq,� I r I ^
These areas must
be softened and
penetrated
WI e:n using Ila c"INr: S I I:I'
cenlnrtinq prcx ess, penctralion and
softeniny ran Ue achieved by lire
Cenrenl itself IIr_arl UNE SCEP
renrrrntlrry IIMCedulcs carefully;
refer to Inslnllaliun InstruCLionsl. for
LCIlaill CI7eS, ullrlrr ccrl:ILI
condlltoos, it may be desilaUle to
use I Ire 1 Wo SI EP process which
utilizes a pr ii to ensure adequate
softening. For example, when
working 6i cold weadier with large
clianicter pipe. more time and
adcliLlorlal applications may he
requiled.
Cement coatings of
sufficient thickness
t
Mute Il fall sullicirarl cement to fill
Ll Ie loose part of the joint must be
applied. ncsfdes iflliny LI ie ,gap,
adequate cement layers will
V(" '(41,11P II Irl sl a far. rs and ahn
willaitl w(-1 until Illejullll Is
assembled. Prove If lis yourself.
/y)ply on the top surface of a piece
Of pipe two separate layers of
cement. Firsr flow on a heavy layer
of cenu•I u, If Ien alnnCISIde It a thin
----timshed-oinAayet.-list-the layers -
evely 15 seconds or so Uy a gel Ille
lap with your finger. You will note
that the Ihin layer herollles tacky
and Well dries quickly (probably
will Iln 15 secondsl '1 he I Ieavy layer
will rentain wet much longer. Now
check for pet Ielralion a few minutes
after applying these layers. Scrape
them with a knife. The If lin layer
will I lave achieverl little ar no
penetlaliotl. Tile Ileavy one. nnrch
more peneiralion.
Surfaces must be
assembled while they
are wet and soft
If We cement coatings on Ure pipe
and flltinys are wet and fluid when
assembly takes place, Uley will lend
to now together and become one
layer. NSO. If the cement Is wet We
surfaces beneath them will still be
soli. Anel these softened surfaces In
the tight part or the Joint will lend
to fuse together.
Surfaces
130111
RISC(
As Ute solvent dissipates, the
cement layer and the softened
Sul faces will I laiden will a
corresponding increase In joint
strength. n good joint will take the
required working pressure long
IX1OfC IIIc loinl, is fully dry and final
sUcngth Is nhlalned. III the liglu
Ifusedl part of the joint. strength
will develop more quickly than In
the looser Ibondedl part of the
joint. Information about the
development of load strength of
--solver►l-rerrlentedjohts is available. .___
The O UALUY Line
(E.) Thi Symbol of Protection
US Patent No. 6,471,255
FOR SMALL PIPE
VSR-SFG
VANE TYPE WATERFLOW ALARM SWITCH
WITH RETARD Alvn r_r rra TILT ,T.T—
CUL, UL and CSFM Listed, CE Marked, NYMEAACCEPTED
Service Pressure: Up to 175 PST (12,07 BAR)
Minimum Flow Rate for Alarm: E-10 GPM (30-311 LAM)
Maximum Surge: T i FPS (5,5 m/s)
Enclosure: Die-cast, red powdercoat finish
No. 1113555: Cover held in place with tamper resistant screws
No. 1113600 - Tamper: Cover incorporates micro -switch.
Cover Tamper: Activated by cover removal.
Cover Tamper Switch Contacts: One set SPDT, Rated
at 250VAC.
Cover Tamper Switch Terminations: t" 22AWG wire
leads.
Contact Ratings: TWO sets of SPDT (Form C)
15.0 Amps at 125250 VAC
2.0 Amps at 30 VDC
Conduit Entrances: TWO knockouts provided for 12" conduit.
Usage: Listed CPVC plastic piping systems manufactured by Central
Sprinkler Corp., Grinnell Sprinkler Corp., Spears Manufactur-
ing Co., and IPEX (Scepter).
Fits pipe sizes - 1% 1-1/4", 1-12" and 2"
Environmental Specifications:
Stock No. 1113555 • Suitable for indoor or outdoor use with facto
1113600 W/TSK and die-cast housing. factory installed Casket
Service Use; For NEMA 4/IP55 rated enclosure - use with appropriate conduit
Automatic Sprinkler fitting and/or plugs.
NFPA-13 • Temperature range: 401 F to 120" F (4,5" C to 49" C)
One or two family dwelling NFPA-13D Caution: This device is not intended for applications in explosive eavi-
Residential occupancy up to four stories NFPA-13R
National Fire Alarm Code ronments.
NFPA-72
The Model VSR-SFG is a vane type waterflow switch for use on wet sprinkler
systems using CPVC plastic fittings manufactured by Central Sprinkler
Corp., Grinnell Sprinkler Corp., Spears Manufacturing Co., and IPEX
(Scepter) that use 1", 1-1/4", 1-12" or 2" pipe sizes. It is equipped with a
union to accommodate installation in confined spaces.
The unit contains two single pole double throw snap action switches and an
adjustable, instantly recycling pneumatic retard. The switches are actuated
when a now of 8-10 gallons per minute (30-39 liters per minute) or more
occur; downstream of the device. Tile flow condition must exist fora -period
of time necessary to overcome the selected retard period.
INSTALLATI ON: These devices may be mounted on horizontal or vertical
pipe. On horizontal pipe they should be installed on the top side of the pipe
where they WilI be accessible. The units should not be installed within 6" (15
cm) Of A valve, drain or fitting which changes the direction of the waterflow.
The unit has a 1 " male fitting for gluing into a CPVC plastic TEE
Operation of the VSR-SFG. Sec Fig. l.) Wait 2 to 4 hours to allowe
Clue to dry before attath
chint the VSR-SFG to the 1" male fitting. Select the
proper paddle for the pipe size and type of TEE used. See Fig. 3 and Fig. 5
for instructions on how to change paddle. Verify that the o -ring is properly
positioned in its groove. Hand tighten the nut on the union after orienfingthe
device in the appropriate direction to detect watorilow as shown in Fig. 2.
CAUTION: Do not over -lighten the union nut, hand tighten only!
Tire vane mast not rub the inside bf tire TEE or bind in any way. The stem
should move freely when operated by hand.
INSPECTIONANDTESTING: Check the operation ofthe unitby Opening
the inspector's test valve at the end of the sprinkler line or the drain and test
connection, if an inspector's test valve is not provided.
If there are no provisions for testing the operation of fire flow detection
advisable. Loosen the union nut and separate the I" male fitting from the VSR-SFG, device tlic system, application of the VSR-SFG is not recommended or
Glue tile I" male fitting into t!re TEE following the TEE manufacturers The frequency of the inspection and testing and its associated protective
instructions for preparation and gluing of CPVC piping systems NOTE: monitoringsystem should—c_inaccordancc-wtth-the appligblc -NFPA
-nc-!" MaIL-=iitrin"ust lr om-out-on-t c stop of the"TEE for prorcr
Codes"and Standards and/or authority having jurisdiction (manufacturer
recommends quarterly or more frequently).
POttcr 1:lectric Signal Company • 2091 Craig Road, St. Louis, MO, 631464161 - Plionc: 90U-325-3 36/Canada 999492-1933 • www.polursignal com
PRIN71f) IN USA
MKT. 1119900n09 - It P
MSG. 115401062-11/05 1'AOG t OP 2
"�� ■���-�+r ��n AND -MAINTENANCE INSTRUCTIONS
SSM and SSV BELL Series
Specifications
SSM. Series:
Voltage:
Operating Voltage Limit:
Maximum Current:
Operating Temperature:
SSV Series:
Voltage:
Operating Voltage Limit:
Maximum Current:
Operating Temperature:
24 VDC SSM
SSM24-6
SSM24-8
SSM24-10
120 VAC SSV
SSV 120-6
SSV120-8
SSV120-10
P a Polarized
S - Suppressed
(6", 24 VDC, P, S)
(8"> 24 VDC, P, S)
(10", 24 VDC, P, .S)
(6", 120 VAC)
(8", 120 VAC)
(10", 120 VAC)
Regulated 24 VDC
16 - 33 VDC
DC - 31.lmA/FWR - 53.5mA
-31- to 150-F (-35- to +660C)
Regulated 120 VAC
96 - 132 VAC
53mA
-31- to 150-F (-351 to +66-C)
UL Reverberant Room
Sound Output per UL 464 (dBA)
82
80
81
85
82
82
Important
Please Read Carefully and Save
This instruction manual contains important information
about the installation and operation of bells. Purchasers
who install bells for use by others must leave this manual
or a copy of it with the user.
System Sensor supplies bells for nearly all sprinkler/fire
alarm/burglar applications.
These instructions apply to all System Sensor bells in the
series. Read all instructions carefully before beginning.
Follow only those instructions that apply to the model you
are installing.
SYSTE'
/i/1
.4 SEN&6i?
3225 Ohio Avenue, St. Charles, Illinois 60174
1-800-SENSOR2, FAX: 630-377-6495
www.systemsensor. cam
NOTE: All SSM Series DC bells were only tested at the
16-33 Volt-DC/FWR limits. All SSV Series AC bells were
only tested at the 96-132 Volt AC limits. This does not
include the 80% low-end or 110% high-end voltage limits.
General Description
The National Fire Protection Association has published
codes, standards, and recommended practices for the
installation and use of the above appliances. It is recom-
mended that the installer be familiar with these require-
ments, with local codes, and any special requirements of
the authority having jurisdiction.
These bells are intended to be connected to alarm indict-
ing circuits .of UL listed fire alarm control panels. The SSM
CAUTION series is polarized to enable supervision of the installation
Do not use in potentially explosive atmospheres. wiring. The SSM bells require 24 VDC and the SSV bells
Do not leave any unusedwires exposed. require 120 VAC.
)770.11-00
156-0674-OOIR
36 INCORPORATED
CORONA, CA • (DW) 737-6699
FIG. 23
HANGER FOR C.P.V.C. PLASTIC PIPE
DOUBLE FASTENER STRAP TYPE
Size Range - 3/4" thru 2" C.P.V.C. pipe.
Material - Carbon Steel with. gaivanized.finish.G-90-govt spec.
FIG. 24
HANGER FOR C.P.V.C. PLASTIC PIPE
DOUBLE FASTENER STRAP TYPE - SIDE MOUNT
Imo— A —)•
protects the C.P.V.C. pipe from any rough surface.
The Fig. .23 -design incorporates snap -retainers -allowing easier
Function - The Fig. 23 and Fig. 24 are intended to perform as a and faster installation.
hanger/restrainer to support only. C.P.V.C. piping used in The Fig. 23 and Fig. 24 are easily attached to the building struc-
_ automatic fire sorinkicr sv .tI,LTJ$ UEe usja_q the
Fig. 23 and Fig. 24 can be installed on the top or on the bottom with the product it is recommended that rechargeable electric
Fi.beam. The Fig. n can also be installed on the side of a drills fitted with a hex socket attachment be used as installation
of a beam tools. No impact tools (such as a hammer) or impact fasteners
(such as drive screws or nails) are allowed. Damage has been
The Fig. 23 and Fig. 24 can also function as a restrainer to prevent known to result from installations using impact type tools. No
the upward movement of the sprinkler head during activation. pre drilling of a pilot hole in wood is required.
Approvals - Underwriters' Laboratories listed to support fire Order By - Figure number and C.P.V.C. pipe size.
sprinkler piping. Meets and exceeds the requirements of patents Pending
N.F.P.A. 13, 13R, and 13D. *-Hardened hex head self threading screw is furnished with the
Features - The Fig. 23 and Fig. 24 incorporate features which product and is the-uW.astenecsiz"cceptabie
—protect t 11a on. n. The flare a ge esign-----------
C.P.V.C.
PIPE SIZE
A
'FIG. 23 FIG. 24
t
FIG. 23 FIG. 24
C
FIG. 23 FIG. 24
MAX. HANGER FASTENER APPROX
SPACING HEX HEAD WEIGHT
(FT.) SIZE PER 100
2-5/16
1-9/16 1-5/32
1-3/16 1-3/16
5-1/2 5/16 9
li2`i,IG30 K'"7
1-14
4-3/16 3
2-3/32 1-142
1-3/16 1-3/16
6-1/2 5/16 11
'1.
�---„ , r.'
MSF,2
`ZY'"RE
�
J32;^�s1.37,1
..,;- ;.�'
*-••r�t�mer• v�,^^K-- �.M1. �!,
2
4-7/8 3-11/16
2-7 16 1-27/32
1-3/16 1-3/16
E 5/16 15
REVISED 3/94
W
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e
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WAR
,. x 24 PFAffW ON T "SW dIMAW=ff *
V
Q
s
� O 10-0
LIJI
i�xmt�
a— 1
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• �iy � 3,y ( O
REVISIONS I BY
NOTES:
o
I. ; System to be installed per N.F.P.A. 13D, Manufacturers specifications,
and local A.H.I.
e
v
-2. - System provides piotectiion in selected areas only as per N.F.P.A. criteria
E� 3. All piping to be "listed" CPVC or equiv.
4. Pipe hangers to be "Toleo" or equiv.
1
5. Freeze protection, carpemtry and electrical by others.
ca14& 6. Riser to be installed in ";stud bay" within indicated wall.
7. Exact pipe run lengths amd head location subject to field verification.
8. Heads to be Reliable RFC 49
Stan Flows based on a 16'X16' grid pattern. (see attached calcs. And spec. sheets)
9. All pipes to be I" diameter unless otherwise noted.
�W 10. All ceilings are flat and 9'0" in height, unless otherwise noted
-WELL 11. "Tolco" pipe hanger spacing per attached manufacturers spec. sheet.
u
a) The maximum from banger to the end of line on W CPVC pipe is 9"
y � b) The maximum from hanger to the end of line on 1" CPVC pipe is 12"
g, as
C) The maximum distance between hangers on 1" CPVC pipe is 6'- 0"
0
d) The maximum distance between hangers on 11/4" CPVC pipe is 5'- 6"
'" U
12. Total heads required =15
Z ..,
13. Future Additions of heat sources, like gas or wood burning stoves, should be
V*,c.
`� installed according to N.F.P.A. 13D residential sprinkler installation guide.
M a
R%sf, — bc-rp'll.
W.—C. S.
u
9
H
H
4
Date l _ i -0�
Scats A11--
Drawn
Job SZ
Sheet
Of ' Shoots
/ N 89'08'03" W 428.71'
N
EXISTING 60' EASEMENT/�o,`b �cQ''
BK 2526 O.R. 642 1// oco
`?/ N PARCEL 2
60'
i
I '
PARCEL 1
Q 0�
J
N ! 205.43'
I z� 223.p1,
86. 2'
I
O •O�
N ti
V
N 88 S8
02»
pp v S S0;'h'T
r OC NE
W � ,�0 1 00 GA � 2,
Z_ •RESTROOMS �'� SCALE 1"=100'
_I ?30•
X. HOUSES
OW r6S
EPTIC
S
fj
LOT__LX.30,
ARAGE °`
LO 01
Y;
EX. WELL MINI STORAGE UNITS 9•
OWNER:
0
0
nvuiHiv JI"'fCiNhJ R
O ROBERT AND GAY JAMES
12001C AL E OUSE \ \ 6� 3206 INDIAN SPRINGS ROAD
5.51 AC GROSS \ � �r PARADISE, CALIF.
95969
w I ET PARCEL 3 I
i
APN 55-45-17 (5.3 AC)
' ;� �Q�\G �� �°� �� GENERAL PLAN = AG
to ZONING = C-1, AR
o cvI' :: 0 30' 30' �s sem. �O AP 5.9 AC
( )
55-45-18
i i �o
Z i I EX,I '�NELL c �`� % u'. '� ..`� / GENERAL PLAN = AG
ti ZONING = C-1, AR
300.00' cv�G`-
- ss•o3'41_SPR �
— — M N G S 825.90'_ —
RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES
DESCRIBED IN DEED RECORDED IN BOOK 1262 OF OFFICIAL /
RECORDS AT PAGE 276
NOTES:
THE EXISTING USE FOR THIS PROJECT – THE E'LY PORTION IS BEING USED FOR
AN EXISTING MINI–STORAGE AND THE W'LY PORTION OF THE PROJECT IS BEING
USED FOR RENTAL HOUSING. THE PROPOSED USE WILL REMAIN THE SAME.
THERE ARE NO PROPOSED IMPROVEMENTS TO THE PROPERTY. THIS APPLICATION
IS TO PROVIDE A USE PERMIT FOR EXISTING CONDITIONS.
THIS APPLICATION IS ALSO IN CONJUNCTION WITH A PARCEL MAP AND BOUNDARY
LINE MODIFICATION APPLICATION ON THE SAME PARCELS OF LAND.
,,O
LOCATION MAP N.T.S.
S I T p- J1
APPROVED
DATE jAN Dwgp§ment Plan
USE PERAAIT–If!:::��/ARIANCE
MINOR U.P.--- ADM.PERMIT___..,„
—� P1 ANNING COMMISS.
DIRECTOR OF
Dr-VELOPMENT SERVICES
Planning Division
OCT 0 7 199r,
i P) T L AN offlww6l r.Agkoffi-W
FOR* USE PERMIT
FOR
ROBERT & GAY JAMES
BEING A PORTION OF THE S.E. 1/4 OF THE S.E. 1/4
OF SECTION 29, T 22 N, R 3 E, MDM
BUTTE COUNTY, CALIFORINA-
ALSO BEING PARCEL 1 & 2 OF PARCEL
MAPS 86 PAGE 41
96-01-007 JAN. 1996
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