HomeMy WebLinkAboutBuilding Permit 99-0009
~~91
/t1;Z/O c:r;GtE ~~
CITY OF PRIOR LAKE
INSPECTION NOTICE
ADDRESS
OWNER
6?~
SCHEDULED
CONTR.
PHONE NO,
PERMIT NO.
o FOOTING
o FOUNDATION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
COMMENTS:
\ ,r....~ \Oc"
~~~~
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
DATE
TIME
3:00
99- 9
,
o EX/GRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
&GASLlNE AIR TST
/"\F/1ff!E.
Sp,e/ ;I1/e;t:.-6es
O~\I'~
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SJ~
,
I~
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27,,&>(+0 AIOIrlAA
h~4
Y, PROCEED
850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
INSNOTl
CITY OF PRIOR LAKE
INSPECTION NOTICE
DATE
TIME
JD:OO
A-'M..
SCHEDULED
9- 3t)- ?9
ADDRESS
I ~2.( 0
o FOOTING
o FOUNDATION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
CC~<hLE CP.a;-JL..
(.51 - 78c.{- O't17
CONTR. lOPO (Q), M..e't1'2-C
PERMIT NO. 1 g- /081
'i '1 - 00 1-
o EX/GRAD/FILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GAS LINE AIR TST
o
OWNER
PHONE NO.
~
COMMENTS: f-IIL~ 9P~L AJt<-L-6~
I. J-Oc.1c. -U...a ? I V
;: fj:~~~t,Or~~' c,..,\.~~
o WORK SATISFACTORY, PROCEED
o CORRE N ND PROCEED
}!LCOR ECT W L FOR REINSPECTION BEFORE COVERING
Inspe r:
Owner/Contr:
o FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl
lNSNOTl
CITY OF PRIOR LAKE
INSPECTION NOTICE
SCHEDULED
ADDRESS J (p ""2 { FS
OWNER
'rr,. 'P
CONTR.
PHONE NO.
PERMIT NO.
o FOOTING
o FRAMING
o INSULATION
o FINAL
o FOUNDATION
o DEMOLITION
o FIRE PREVo
o PLUMBING RI
o MECHANICAL
o WATER HOOKUP
o SEWER HOOKUP
o SEPTIC INSTALL
o PLUMBING FINAL
o SITE INSPECTION
@S
: \ S W-e.t
D'j_
Z\~ II::.--=; (3~)
"2 2.~ lb:s.
DA TE TIME
t~ l2 -19 /: /~
A~
9~ -coq
o EXC/GRAD/FILLlNG
o LKSHORElWETLAND
o COMPLAINT
o SEPTIC FINAL
o FIBEP~E
)c1 "'I'~ ::StlHwlc.4.
~ Jc:(r.o osk-r.- 'c...
~ \'1 lloq.
1. c.O t '=:. '"':>
--1:l y\t-.o~Wcit- Les-+
(DtQ
)
~RK SATISFACTORY, PROCEED
o CORRECT ACTION AN EED
o CORREC L FOR EINSPECTION BEFORE COVERING
Owner/Contr:
30 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
C
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
....~~._-'_._<'_._.,.,...."....,--~". '.-_.
CITY OF PRIOR LAKE
BUILDING PERMIT,
TEMPORARY CERTIFICATE OF
ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
DATE RECEIVED
DEe l2. 1998
DIRECTIONS
SPACES NUMBERED 1 THRU 17 MUST BE FILLED IN
BEFORE PERMIT IS ISSUED (Please Print or Type and sign at bottom)
2. SITE ADDRESS I ~'2. E:"fZ...
.-I b 7-00
1. White
2. Pink
3. Yellow
File
City
Applicant
'19- diM?
Permit No. f/I !:JJ"/
1. DATE
/2 -/8-9"8
{1z.,oR ~e (l1~.
BUILDING INFORMATION
11. SIZE OF STRUCTURE
(Height) (Width) (Depth)
3. LEGAL DESCRIPTION
(Tel. No.)
LOT
ADDITION
4. OWNER (Name)
C;h- ,,+
5. ARCHITECT (Name)
PID
JS. {)/J I - Offl -()
(Address)
LA~
(Address)
(lfZ..\OIZ-
6. BUILDER (Name) .
,.,., ~"T(ZC ~1a.E pj2.0.k...~~
(Address). n
gl....S LA~ vll.
LIIJ'" LA~S J m~ ~501'-i.
(Tel. No.)
(Tel. No.)
~5 t- --,9'-{000'-I n
15. NUMBER OF OCCUPANTS OR SEATS
OCCUPANTS
Re-roofing 0 Porch 0
Re-siding 0 Finish Basement 0
SEATS
16. PROJECT COSTNALUE
Zl 2'g7.00
90MPLETION DATE
JuL.' ,,+ \9,9
I hereby certify that I have fumished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for
the above mentioned property and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the
building offici roe this permit for just cause. Furthermore. I hereby agree that the city official or a designee may enter upon the property to perform needed inspections.
1+1 Co 7'1 Iz -/ a' '<1 F
License No.
7. TYPE OF WORK Fireplace 0 Septic 0 Deck 0
New Construction 0 Alterations 0 Addition 0 Finish Attic 0
ChimneyO Misc. rl~E Se~lfo.J~U"~ 5'(5-k~
8. PROPERTY AREA OR ACRES 9. PROPERTY DIMENSIONS
Sq. Ft. Width Depth
10. CULVERT SIZE
Yes
x
No
Date
SETBACKS: Required
Actual
FOR ADMINISTRATIVE USE
MATERIAL FILED WITH APPLICATION
Front
Back
Side
BUILDING DEPARTMENT VALUATION
Side
SOIL TESTS
o
o ENERGY DATA
PILING LOGS 0 PERCOLATION TESTS 0
PLANS & SPECS 0 SETS
USE OF hD1NG
e. :r:.. -11/ IC-
p
OFF STREET PARKING
SPACES REO.
SPACES ON PLAN
PERMITVALUATION^\, OOeJ. ~ 0
Paid
Date 3- (. -
This is to certify that the request in the above application and accompanying documents is In accordance with the City Zoning Ordinance and may proceed as req ed. This document when
signed by the City Planner constnutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy. a Certificate of Occupancy must be issued.
TYPE OF CONSTRUCTION: I II III IV ~
Occupancy Group A B E F A I M ~ S U
Division 1 2 6/4 _
Permit Fee ................................... $ ;2 1'1. t S
Plan Check Fee ............................. $ -f OJ fI .8(J / 'iq.l;cl
State Surcharge ............................. $ 10 .sO
City:
Penalty ....................................... $
Plumbing Permit Fee ....................... $
AL-$O >e-~
FtL-O- 78. (0$1
Mechanical Permit Fee ..................... $
Sewer & Water Permit ...................... $
c )'./04'/\\
\\ ~~ ~lij
~~.y
~~~,\
Issued
City Planner
Date
24 hour notice for all inspections 447-9850
1f- 06~
11 ,'JJ'f
SURVEY
PLOT PLAN
o COPIES
o
Amount Brought Forward .................. $
Park Support Fee ........................... $
SAC ......................................... $
Collective Street Fee .. . .. . .. .. .. .. .. . .. .... $
Sewer Tap ................................... $
$
Pressure Reducer .......................... $
Meter Hom ................................... $
Water Meter ................................. $
Sewer & Water Connection Fee ........... $
Water Tower Fee ........................... $
Water Tap ................................... $
Builder's Deposit ............................ $
Other ......................................... $
Total Due .......... ................... $
,0
Special Conditions ff any
@1POTIER
MODEL PS40A
HIGH/LOW
PRESSURE SWITCHES
Potter Electric Signal Company
2081 Craig Road. St. Louis, MO 63146-4161
(314) 878-4321 · (800) 325-3936
www.pottersignaJ.com
MODEL PS40A PRESSURE SWITCH FOR MONITORING HIGH
AND/OR LOW PRESSURE VARIATIONS
PS40-1A Single Switch - Stk. No.1340401
PS40-2A Double Switch - Stk. No.1340402
Potter Electric Signal & Mfg., LTD.
55 Glen Cameron Road
Thornhill, Ontario, Canada L3T 1 P2
(905) 882-1833
UL and CSFM LISTED, FM and LPC APPROVED, NYMEA
ACCEPTED
Dimensions: 4 3/4"W x 2 1/4"D x 4 3/8"H
Enclosure: Cover - Die-cast with textured red powdercoat
finish
Base - Plated Steel
Pressure Connection: 1/2" NPT Male
Factory Adjustment:
PS40-1 A: Operates on decrease at 30 PSI
PS40-2A: Operates on increase at 50 PSI, and on
decrease at 30 PSI
Pressure Range: 10 - 175 PSI
Maximum Differential: Approx. 2 Ibs. at 20 PSI
5 Ibs. at 175 PSI
Maximum System Pressure: 250 PSI
Switch Contacts: SPDT (Form C)
15.0 Amps at 125/250VAC, 2.5 Amps at 30VDC
One set in PS40-1 A, Two sets in PS40-2A
Environmental Specifications:
Indoor or outdoor use
NEMA 4/IP55 Rated Enclosure
Temperature range: -40oF to 1400F (-400C to 600C)
(Not for use in hazardous locations)
Service Use:
Automatic Sprinkler NFPA-13
One or two family dwelling NFPA-13D
Residential occupancy up to four stories NFPA-13R
National Fire Alarm Code NFPA-72
Tamper: Cover incorporates tamper resistant fasteners that
require a special key for removal. One key is supplied with
each device. For optional cover tamper switch kit, order Stock
No. 0090134.
The Potter PS40A Series are pressure actuated switches
designed primarily to detect a 10 PSI increase and/or decrease
from normal system pressure in automatic fire sprinkler
systems.
Typical applications are air pressure supervision in dry pipe
systems arid pressure supervision of pressure tanks, air supply
or w~ter supply.
INSTALLATION AND TEST PROCEDURES
Mounting: Device should be mounted in upright position
(threaded connection down).
Requires NEMA type 4 conduit hub for outdoor installations.
Dry' System: Connect PS40A in air supply line on the system
side of any shutoff or check valve.
Provision for testing the unit can be accomplished with the
installation of a Potter Bleeder Valve (Model BVL) in the line to
the PS40A.
Testing: The operation of the pressure supervisory switch
should be tested upon completion of installation and periodi-
cally thereafter in accordance with the applicable NFPA codes
and standards and/or the authority having jurisdiction (manu-
facturer recommends quarterly or more frequently).
CAUTION: Testing the PS40A may activate other system
connected devices.
PRINTED IN USA
PAGE 1 OF2
MKT. #8810002 -REV M
MFG. #5400924 -12/97
T
D@e 30 98 09:18a
TODD DOSCH
612-784-8419
p.2
GB.QR
Quick Response
Upright, Pendent, Recessed Pendent,
Sidewall & Recessed Sidewall
Glass Bulb Automatic Sprinklers
Manufactured by: Central Sprinkler Company
451 North Cannon Avenue, Lansdale. Pennsylvania 19446
... Product riiTechnical
I!:!I Description ~ iii Data
Standard Applications
The Model GB-QR Automatic Sprinklers are
intended for standard area coverages, and
flow and pressure requirements as specified
in current NFPA Standards for Quick
Response Automatic Sprinklers.
Model: GB-QR
Style: Upright, Pendent & Sidewall
Orifice Size K-Factor(metric) ~
7/1S"(11.0mm) 4.5 (64.9) l/Z"(15mm) N.P.T.
112"(12.7mm) 5.6 (80.8) 1/2"(15mm) N.P.T.
The Central Model GB-QR Automatic
Sprinklers embrace the ultimate in
advanced design features. They incorpor.
ate the latest in glass bulb technology,
which result in a much smaller, more
attractive sprinkler. The operating mech-
anism consists of a liquid-filled 3 mm
diameter frangible capsule that Is only
20 mm in length.
The Model GB-QR Automatic Sprinklers
are intended for installation in accordance
with current NFPA Standards. They are
available in 1/2" (12.7 mm) and 7/16" (11.1
mm) orifice sizes and 1550F (68.30C).
1750F (79.40C), 2000F (93.3"C) and
250"F (1210C) temperature ratings. The
Model GB-QR Sprinklers are available
with two standard finishes, brass or
chrome plated and with two coatings,
black or white. with additional special
painted finishes available upon request.
The Model GB-QR Pendent is Listed as
recessed quick response with Factory
Mutual when uSing a speCial recessed
escutcheon. Make sure to order the correct
recessed escutcheon when Factory Mutual
approval is required. The part numbers
are 3071 for chrome. 3072 for bright brass,
3070 brushed brass. 3075 off while, 3073
white, 3074 black. This escutcheon is not
needed to maintain a quick response
Listing at U.L.
Operation: The glass bulb capsule
operating mechanism contains a heat-
sensitive liquid that expands upon
application of heat. Upon reaching the
rated temperature, the frangible capsule
ruptures thereby releaSing the oritice seal.
The sprinkler then discharges water in a
pre-designed spray pattern to control or
extinguish the fire.
.. FM Approval dOH not Include ",'nled
ver.lon& Rec"..ed versions mu.t UN.
Speci.1 Recessed EscutchflOn{GBRecIORj
Sidewall I. fa, Light HlIZIJrd only and dOllS not
include Recessed Version..
Temperature Rating & Bulb Color:
1550 F/680C Red
175"F1794C Yellow
2004F/93"C Green
2500F/121"C Blue
Standard Finishes: Brass,Chrome Plated
Corroslon.Resistant Coatings (U.L. only)
White & Black Painted
Factory Hydro Test: 100% at 500 psi
(34.5 bar)
Approvals:
UL II ULC
Model Be Orifice Maximum
Deflector and K-Factor Working
Style (metric) Pressure
GB-QR 1/2" J'2.7 mm) 250 psi
UPritv 5. (80.8) (17.3 bar)
Pen entl
Recessed 7/16~11.0mm) 175 psi
Pendent 4. (64.9) (12. 1 bar)
GB-QR
Sidewall/ 1/2" J'Z.7 mm) 175 psi
Recessed 5. (80.8) (12.1 bar)
Sidewall
FM
Model & Orifice Maximum
Deflector and K-Factor Working
Style (metric) Pressure
GB-QR".
Upright! 1/2" (12.7mm) 175 psi
PendenV 5.6 (80.8) (12.1 bar)
Recessed
Pend.SIW
1/211 (12.7 mm) &
7/1611 (11.0 mm)
Orifice
Automatic
Sprinkler
No. 1.7.0
..- ~.^^
T
Dee 30 98 09:18a
TODD DOSCH
612-784-8419
p,3
PENDEN~ RECESSED PENDENT; AND UPRIGHT SPRINKLERS
UNIVERSAL MODEL A
QUICK RESPONSE, 3mm BULB TYPE, 112" (15mm) ORIFICE, 1/2" NPT**
2 - 3/16"
15S,6mml
3
6
2
1/2'
NPT
**
UPRIGHT
CROSS SECTION
1 - Frame
2 . Bullen
3 . Gaskeled
Spring
Plale
4. Bulb
5 . Compression
Screw
6 - Delleclor
FIGURE A
112 INCH ORIFICE MODEL A QUICK RESPONSE PENDENT, RECESSED PENDENT, AND UPRIGHT SPRINKLERS
, .:':..~.)' ,'J.., .
GEI.EnAL D='c,C;..:mJ rlOrJ
The 1/2 inch (15mm) orifice. Universal
Model A Quick Response Pendent.
Recessed Pendent, and Upright
Sprinklers (Ref. Figure A) . are auto-
matic sprinklers of the frllngible bulb
type. They are "quick response - atan-
dard orifice spray sprinklers" intended
for use In fire sp.r;nkler systems de-
signed in accordance with the stan-
dard il..;tallation rules recognized by
the applicable Listing. or Approval
agency (e.g., UL Listing iabased on
NFPA 13 requirements). The Pendent,
Recessed Pendent, and Upright
Sprinklers all produce a hemispherical
water dilltrlbutionpattern below the de-
flector.
The recessed versions of the. Model A
Sprinkler are obtained by utilizing the
Model A Pendent Sprinkle( in combi-
nation with either the Model F700 or
F705 Recessed EscutchElOn (Ref. Fig-
ures A and C). The Reces:!ed Escutch-
eon~. have a separable :lWQ.:piec8 de-
sign which allows>ins_tiQn of the
sprinklers and pressure).testlng of the
fire protection sy.tem,.. prior.;.to. ceiling
construction and/or application of a fin-
ish coat to the ceiling. TheYBlso permit
Printed in U.S.A. 12.96
refinishing of a ceiling surlace without
having to first shut down the fire pro-
tection system and remove the sprink-
lers.
The vertical adjustment provided by
the Recessed Escutcheons substan-
tially reduces the accuracy to which
the length of fixed pipe drops to the
sprinklers must be cut. A'so, the Clo-
sure has a 1/2 inch (12,7mm) wide
flange which provides ample clear-
ance for covering the mounting hole.
APPROVALS AND STANDARDS
Laboratory listings and approvals for
the 1/2 inch (15mm) orifice Model A
Quick Response Pendent, Recessed
Pendent, and Upright Sprinklers are
given in Table A.
WARNING
The 1/2 inch orifice Model A Quick
&sponse Pentknt. Recessed Pendent,
and Upright Sprinklers described
herein must be installed and main-
tained in compliance with this docu-
ment, as well as applicable standards
of the National Fire Protection Asso.
ciation, in addition to the standards
of any other authorities having Juris-
diction. Failure to do so may impai,.
the integrity of these devices.
The owner is responsible for main-
taining their fire protectiun system
and devices in proper operating con-
dition. The installing contractor or
manufacturer should be contacted rel.
ative to any questions.
Installation of Model A Pendent
Sprinklers in recessed escutcheons
other than the F700 or F705 will void
all sprinkler warranties, as well as
possibly uoid the sprinkler's Approu.
als and / or Lisl.ings.
TECHNICAL DATA
The 1/2 inch (15mm) orifice Model A
Ouick Response Pendent, Recessed
Pendent, and Upright Sprinklers are
rated for use at a maximum service
pressure of 175 psi (12,1 bar) and they
are available in the temperature rat-
ings and finishes indicated in Table A.
Recessed versions of the Model A
Sprinkler are obtained by utilizing the
TDS15M
----.....,.......--
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T
1S-66
INSTALlATION OF SPRINKLER SYSTEMS
CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING
PROCEDURE
Upon comp/etlon a! WOIk, n""",1on - I... - be macle by "'" contraclorI __ and """""-d by an _. ____ All doJf_ _ be CllI"nocacI and
.yotem left In _ boofoIw _. pomon... finally ...."."'" jab.
A C8rtWic:afe lIlal be filed out and .Igned by boIh ~. Copieo.haI be jlnIpInd for ~ authorttIeI. __, and _. h II undef'ltood the own.... "'P-
_i.... Ilgnatu..ln no way '"Iud'- any cllIlITl agalnlll _ for fauly ......... poor .....IImii1IhIp, or faIu.. to """"" ..." apptOVlng aurharlty'. requl_. or
local ordl"",,-.
PROPERTY NAME PIZ-to j2... L.w-e L \Q i Q1z..~ I DATE /(/ - 0 _ 99
----
PROPERTY ADDRESS , b '2.1 8 ~12.,e. ~e S . E.
ACCEPTED ~-\Pl~VING rRftS (NAMES)
i. fJ. lZ-t.oQ.. L AE.
ADDRESS
PLANS
INSTALLATION CONFORMS TO ACCEPTED PLANS ~ES ONO
EOUIPMENT USED IS APPROVED 1ICtES OND
IF NO. EXPLAIN DEVIATIONS
HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION ~S aND
OF CONTROl. VALVES AND CARE AND MAINTENANCE OF THIS NEW EaUIPMENT?
IF NO, EXPLAIN
INSTRucnoNS
HAVE COPIES OF THE FOlLOWING BEEN LEFT ON THE PREMISES: ~~s DNO
1. SYSTEM COMPONENTS INSTRUCTIONS ~ ES ONO
2. CARE AND MAINTENANCE INSTRUCTIONS ~ES ONO
3. NFPA 13A AVES ONO
LOCATION SUPPLIES BUILDINGS me~ H- ~ LeA'- ~o IV\.
OF SYSTEM
YEAR OF ORIFICE TEMPERATURE
MAKE MODEL MANUFACTURE SIZE QUANTITY RATING
(;&.I-rrl.A\- ~B-Q<<' .qa l~ l(gl 1S'5
SPRINKLERS J':;~M 4 - mn q.q l.., (",,1 L &:; '"
PIPE AND Typea! Pipe XL. sk.e. L
ATnNGS Type a! Filling. D.J~L'
" "
MAXIMUM TIME TO OPERATE
ALARM ALARM DEVICE THROUGH TEST CONNECTION
VALVE TYPE MAKE MODEL MIN. SEC.
OR FLOW .". ..- · \TSIZ. - c:: "2. ( J
INDICATOR t"o "l~17
DRY VAlVE a.O.D. \
MAKE MODEL r SERIAl NO. MAKE I MODEL SERiAl NO. l
c..~ ~I I i
TIME TO TRIP TIME WATER ALARM
THRU TEST WATER AIR TRIP POINT REACHED OPERATED
DRY PIPE CONNECTION' PRESSURE PRESSURE AIR PRESSURE TEST OUTLET' PROPE RL V
OPERAnNG MIN. SEC. PSI PSI PSI MIN. SEC. VES_ NO
TEST z--z:;. 60 46 .L5' ~
Mhout 50
0.0.0.
WIlh /
a.O.D.
IF NO. EXPLAIN
.-
~
.--.....
~
. MEASURED FROM TIME INSPECTOR'S TEST CONNECTION IS OPENED.
85A (1l1-88) PRINTED IN U.S.A.
(OVER)
,....--.....,
Figure 8-I(a).
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Th~ ("~nt~r of th~ L.k~ Country
White - Building
Canary - Engineering
Pink - Planning
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
~ .~
NAME OF APPLICANT l{i;,,-,-3uw _ ;t~
APPLICATION RECEIVED ,did'l
tfI /t1?V1
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
fWd ~ tlL-'.L ~ ~u
Accepted
Accepted With Corrections /Z
Denied
t?j)L k-
/
Date:
t G. ,2~ -76
Reviewed By:
Comments:
gee c.tt~~J. Q.d""'I'M..J:~--
"The issuance or granting of a permit or approval of plans, specifications and
computations shall not be construed to be a permit for, or an approval of, any violation of
any of the provisions of this code or of any other ordinance of the jurisdiction. Permits
presuming to give authority to violate or cancel the provisions of this code or other
ordinances of the jurisdiction shall not be valid."
".---.-------.-------~---....-.------..-..--.."T---........------.-. .....-.....-----....--
Plan Review for the Prior Lake Library
Fire Sprinkler System
1. It is the responsibility of the fire sprinkler contractor to flush all mains,
supplies, and branch lines to insure the proper operation of the system.
2. All materials shall be tested and approved for the intended use.
3. Provide approved audible sprinkler flow alarm at the the Fire
Department connection and in the interior of the building in an approved
location where normally occupied.
4. All valves alarms controlling supply lines, water flow alarms, trouble
signals shall be distinctly different. All alarms shall be monitored in an
approved manor.
5. The fire sprinkler contractor shall provide to the City of Prior lake a list
of all monitored items at the sprinkler final.
6. Fire alarms shall be interconnected to all mechanical fire dampers
7. Inspector's test shall be located in an approved remote location.
8. Seal all penetrations in rated walls and ceilings.
Contact Paul Baumgartner 447-9853 for inspections. 24 hr. notice required
H_____._ .___.. .____.___ .______.__..._ .... ..
DESIGN DATA:
REMOTE AREA LOCATION
OCCUPANCY CLASSIFICATION
DENSITY
REMOTE AREA SIZE
COVERAGE PER SPRINKLER
NO. OF SPRINKLER CALCULATED
IN-RACK DEMAND
SOURCE HOSE DEMAND
TOTAL WATER INCLUDING HOSE
NAME OF CONTRACTOR
ADDRESS
NAME OF DESIGNER
AUTHORITY HAVING JURISDICTION
HYDRAULIC CALCULATIONS
for
PRIOR LAKE, MINNESOTA
PRIOR LAKE LIBRARY
REMOTE AREA C
CONTRACT NO.
DATE
12-16-98 (REVISED 2-1-99)
RESOURCE CENTER
LIGHT
0.100 gpmlsq.ft
1050.0 sq.ft
87.5 sq.ft
12
0.0 gpm
100.0 gpm
346.7 gpm
METRO FIRE PROTECTION INC.
8145 LAKE DRIVE, L1NO LAKES, MINNESOTA 55014
TDM
CITY, STATE
OmniCADD Hydraulic Calculation Software v. 1.1
12-16-98 (REVISED 2-1-99)
Total Demand
Additional Allowances
Discharge from Sprinklers
Average Imbalance
Maximum Imbalance
Maximum Velocity @ Pipe: 9
Static Pressure
Residual Pressure
Required Pressure
Available Pressure
Flow
Hose Allowance at Source
Water Flowing at Source
psi
A
E
60
50
D
o
o 200
400
A: 67.00 psi @ 0.00 gpm
B: 44.00 psi @ 960.00 gpm
C: 8.23 psi @ 0.00 gpm
D: 42.68 psi @ 346.73 gpm
E: 63.50 psi @ 346.73 gpm
PRIOR LAKE LIBRARY REMOTE AREA C
GENERAL RESULTS
Source 903
600
800
OmniCADD Hydraulic Calculation Software v. 1.1
Page: 1
346.73 gpm
0.00 gpm
246.50 gpm
0.12 gpm
0.5 gpm
17.12 ftIs
67.00 psi
44.00 psi
42.68 psi
63.50 psi
960.00 gpm
100.00 gpm
346.73 gpm
B
gpm
12-16-98 (REVISED 2-1-99)
PRIOR LAKE LIBRARY REMOTE AREA C
Page: 2
NODES
Node# Tvoe K-Factor Elevation Pressure Discharae
ft Dsi oom
9 Node - 19.00 22.61 -
10 Node - 19.00 20.47 -
11 Node - 19.00 19.17 -
12 Node - 19.00 18.53 -
13 Node - 19.00 17.71 -
14 Node - 19.00 17.51 -
15 Node - 19.00 17.43 -
16 Node - 19.00 17.28 -
17 Node - 19.00 17.25 -
24 Head 5.60 19.00 13.22 20.36
25 Head 5.60 19.00 13.12 20.28
26 Head 5.60 19.00 13.21 20.35
27 Head 5.60 19.00 14.03 20.97
28 Head 5.60 19.00 12.37 19.69
29 Head 5.60 19.00 12.15 19.52
30 Head 5.60 19.00 12.16 19.53
31 Head 5.60 19.00 12.46 19.77
32 Head 5.60 19.00 13.88 20.87
33 Head 5.60 19.00 14.40 21.25
34 Head 5.60 19.00 14.76 21.52
35 Head 5.60 19.00 15.95 22.37
36 Node - 19.00 15.28 -
37 Node - 19.00 15.38 -
38 Node - 19.00 15.68 -
39 Node - 19.00 16.04 -
40 Node - 19.00 16.29 -
41 Node - 19.00 16.42 -
42 Node - 19.00 16.46 -
43 Node - 19.00 16.49 -
800 Node - 19.00 26.10 -
901 Node - 10.00 35.06 -
902 Node - 0.00 42.28 -
903 Src - 0.00 42.68 100.00
OmniCADD Hydraulic Calculation Software v. 1.1
12-16-98 (REVISED 2-1-99)
PRIOR LAKE LIBRARY REMOTE AREA C
Page: 3
PIPES
Pipe# Start Node I End Node Flow 1.0. HWC Friction Fitting Pipe Len. Pres. Fr.
# Elev. K-F Pres. Dis. Vel. Loss Tot. Len. Loss EI.
ft psi gpm gpm in psilft ft psi VI.
ftIs
9 9 19.0 - 30.8 - 195.0 ~.157 120. 0.264 - 8.1 2.134
10 19.0 - 28.7 - 17.1 8.1 0.000
0.010
10 10 19.0 - 28.7 - 133.0 0.157 120. 0.130 - 10.0 1.294
11 19.0 - 27.4 - 11.7 10.0 0.000
0.007
11 11 19.0 - 27.4 - 90.3 7.157 120. 0.063 - 10.1 0.637
12 19.0 - 26.8 - 7.9 10.1 0.000
0.005
12 12 19.0 - 26.8 - 60.2 ?157 120. 0.030 EE 15.0 0.815
13 19.0 - 25.9 - 5.3 27.3 0.000
0.003
13 13 19.0 - 25.9 - 45.0 12.157 120. 0.017 - 12.0 0.209
14 19.0 - 25.7 - 3.9 12.0 0.000
0.002
- 14 14 19.0 25.7 32.0 12.157 120. 0.009 8.0 0.074
- - -
15 19.0 - 25.7 - 2.8 8.0 0.000
0.002
15 15 19.0 - 25.7 - 20.5 12.157 120. 0.004 EE 25.0 0.151
16 19.0 - 25.5 - 1.8 37.3 0.000
0.001
16 16 19.0 - 25.5 - 9.6 0.157 120. 0.001 T 12.0 0.024
17 19.0 - 25.5 - 0.8 24.3 0.000
0.000
23 24 19.0 5.60 21.4 20.4 10.0 1.452 120. 0.007 - 14.0 0.104
25 19.0 5.60 21.3 20.3 1.9 14.0 0.000
0.003
24 26 19.0 5.60 21.4 20.4 10.2 1.452 120. 0.008 - 12.0 0.093
25 19.0 5.60 21.3 20.3 2.0 12.0 0.000
0.003
25 27 19.0 5.60 22.3 21.0 30.5 1.452 120. 0.058 - 14.0 0.818
26 19.0 5.60 21.4 20.4 5.9 14.0 0.000
0.008
26 9 19.0 - 30.8 - 51.5 1.452 120. 0.154 4ETT 25.0 8.568
27 19.0 5.60 22.3 21.0 10.0 55.7 0.000
0.013
27 28 19.0 5.60 20.6 19.7 17.7 1.452 120. 0.021 - 10.0 0.214
29 19.0 5.60 20.4 19.5 3.4 10.0 0.000
0.004
28 30 19.0 5.60 20.4 19.5 2.1 1.452 120. 0.000 EE 13.0 0.009
29 19.0 5.60 20.4 19.5 0.4 20.7 0.000
0.001
29 31 19.0 5.60 20.7 19.8 21.3 1.452 120. 0.030 - 10.0 0.301
30 19.0 5.60 20.4 19.5 4.1 10.0 0.000
0.005
30 32 19.0 5.60 22.1 20.9 41.1 1.452 120. 0.101 - 14.0 1.418
31 19.0 5.60 20.7 19.8 8.0 14.0 0.000
0.010
31 10 19.0 - 28.7 - 62.0 1.452 120. 0.217 EET 15.0 6.574
32 19.0 5.60 22.1 20.9 12.0 30.4 0.000
0.016
32 34 19.0 5.60 23.0 21.5 21.3 1.452 120. 0.030 - 12.0 0.359
33 19.0 5.60 22.6 21.3 4.1 12.0 0.000
0.005
OmniCADD Hydraulic Calculation Software v. 1.1
12-16-98 (REVISED 2-1-99)
PRIOR LAKE LIBRARY REMOTE AREA C
Page: 4
PIPES
Pipe# Start Node I End Node Flow 1.0. HWC Friction Fitti n9 Pipe Len. Pres. Fr.
# Elev. K-F Pres. Dis. Vel. Loss T ot.Len. Loss EI.
ft psi gpm oom in psilft ft psi VI.
ftIs
33 11 19.0 - 27.4 - 42.8 1.452 120. 0.109 EET 25.0 4.401
34 19.0 5.60 23.0 21.5 8.3 40.4 0.000
0.011
34 12 19.0 - 26.8 - 30.1 1.452 120. 0.057 EET 30.0 2.576
35 19.0 5.60 24.2 22.4 5.8 45.4 0.000
0.008
35 37 19.0 - 23.6 - 30.3 7.157 120. 0.008 - 12.0 0.100
36 19.0 - 23.5 - 2.7 12.0 0.000
0.002
36 38 19.0 - 23.9 - 67.9 2.157 120. 0.037 - 8.0 0.298
37 19.0 - 23.6 - 6.0 8.0 0.000
0.004
37 39 19.0 - 24.3 - 60.2 ~.157 120. 0.030 - 12.0 0.358
38 19.0 - 23.9 - 5.3 12.0 0.000
0.003
38 40 19.0 - 24.5 - 45.0 ~.157 120. 0.017 - 14.0 0.244
39 19.0 - 24.3 - 3.9 14.0 0.000
0.002
39 41 19.0 - 24.6 - 32.0 '.157 120. 0.009 - 14.0 0.130
40 19.0 - 24.5 - 2.8 14.0 0.000
0.002
40 42 19.0 - 24.7 - 20.5 '.157 120. 0.004 - 10.0 0.041
41 19.0 - 24.6 - 1.8 10.0 0.000
0.001 ..-
41 43 19.0 - 24.7 - 9.6 ?157 120. 0.001 T 14.0 0.026
42 19.0 - 24.7 - 0.8 26.3 0.000
0.000
42 17 19.0 - 25.5 - 9.7 1.452 120. 0.007 4ETT 80.0 0.768
43 19.0 - 24.7 - 1.9 110.7 0.000
0.002
64 800 19.0 - 34.3 - 246.5 3.260 120. 0.054 EET 25.0 3.469
9 19.0 - 30.8 - 9.5 64.0 0.000
0.002
87 901 10.0 - 39.4 - 246.5 13.260 120. 0.054 BET 50.0 5.043
800 19.0 - 34.3 - 9.5 93.0 3.897
0.002
88 902 0.0 - 42.3 - 246.5 ~.260 120. 0.054 BET 10.0 2.874
901 10.0 - 39.4 - 9.5 53.0 4.330
0.002
89 903 0.0 - 42.7 100.0 246.8 5.140 140. 0.002 ET 150.0 0.397
902 0.0 - 42.3 - 2.7 212.1 0.000
0.000
92 16 19.0 - 25.5 - 10.7 1.452 120. 0.008 4ETT 66.5 0.819
42 19.0 - 24.7 - 2.1 97.2 0.000
0.003
93 15 19.0 - 25.7 - 11.6 1.452 120. 0.010 EETT 80.0 1.012
41 19.0 - 24.6 - 2.3 103.1 0.000
0.003
94 14 19.0 - 25.7 - 12.9 1.452 120. 0.012 EETT 80.0 1.217
40 19.0 - 24.5 - 2.5 103.1 0.000
0.003
95 13 19.0 - 25.9 - 15.3 1.452 120. 0.016 EETT 80.0 1.670
39 19.0 - 24.3 - 3.0 103.1 0.000
0.004
OmniCADD Hydraulic Calculation Software v. 1.1
12-16-98 (REVISED 2-1-99)
PRIOR LAKE LIBRARY REMOTE AREA C
Page: 5
PIPES
Pipe# Start Node I End Node Flow I.D. HWC Friction Fitting Pipe Len. Pres. Fr.
# Elev. K-F Pres. Dis. Vel. Loss Tot. Len. Loss EI.
ft psi gpm aom in psilft ft psi VI.
ftIs
96 35 19.0 5.60 24.2 22.4 7.8 1.452 120. 0.005 T 50.0 0.268
38 19.0 - 23.9 - 1.5 57.7 0.000
0.002
97 37 19.0 - 23.6 - 37.4 1.452 120. 0.085 EET 20.0 3.011
28 19.0 5.60 20.6 19.7 7.3 35.4 0.000
0.009
98 36 19.0 - 23.5 - 30.5 1.452 120. 0.058 EET 20.0 2.060
24 19.0 5.60 21.4 20.4 5.9 35.4 0.000
0.008
OmniCADD Hydraulic Calculation Software v. 1.1
12-16-98 (REVISED 2-1-99)
PRIOR LAKE LIBRARY REMOTE AREA C
Page: 6
PIPES
From# To# Flow Pioe Eav. hwc Dia. Fric. Elev. From To Diff.
com ft ft in osilft psi osi osi Dsi
9 10 195.0 8.1 8.1 120. 2.157 0.264 0.0 30.8 28.7 -2.1
10 11 133.0 10.0 10.0 120. ?157 0.130 0.0 28.7 27.4 -1.3
11 12 90.3 10.1 10.1 120. ?157 0.063 0.0 27.4 26.8 -0.6
12 13 60.2 15.0 27.3 120. ?157 0.030 0.0 26.8 25.9 -0.8
13 14 45.0 12.0 12.0 120. ?157 0.017 0.0 25.9 25.7 -0.2
14 15 32.0 8.0 8.0 120. ?157 0.009 0.0 25.7 25.7 -0.1
15 16 20.5 25.0 37.3 120. ~.157 0.004 0.0 25.7 25.5 -0.2
16 17 9.6 12.0 24.3 120. ~.157 0.001 0.0 25.5 25.5 0.0
24 25 10.0 14.0 14.0 120. 1.452 0.007 0.0 21.4 21.3 -0.1
26 25 10.2 12.0 12.0 120. 1.452 0.008 0.0 21.4 21.3 -0.1
27 26 30.5 14.0 14.0 120. 1.452 0.058 0.0 22.3 21.4 -0.8
9 27 51.5 25.0 55.7 120. 1.452 0.154 0.0 30.8 22.3 -8.6
28 29 17.7 10.0 10.0 120. 1.452 0.021 0.0 20.6 20.4 -0.2
30 29 2.1 13.0 20.7 120. 1.452 0.000 0.0 20.4 20.4 0.0
31 30 21.3 10.0 10.0 120. 1.452 0.030 0.0 20.7 20.4 -0.3
32 31 41.1 14.0 14.0 120. 1.452 0.101 0.0 22.1 20.7 -1.4
10 32 62.0 15.0 30.4 120. 1.452 0.217 0.0 28.7 22.1 -6.6
34 33 21.3 12.0 12.0 120. 1.452 0.030 0.0 23.0 22.6 -0.4
11 34 42.8 25.0 40.4 120. 1.452 0.109 0.0 27.4 23.0 -4.4
12 35 30.1 30.0 45.4 120. 1.452 0.057 0.0 26.8 24.2 -2.6
37 36 30.3 12.0 12.0 120. ?157 0.008 0.0 23.6 23.5 -0.1
38 37 67.9 8.0 8.0 120. ?157 0.037 0.0 23.9 23.6 -0.3
39 38 60.2 12.0 12.0 120. 2.157 0.030 0.0 24.3 23.9 -0.4
40 39 45.0 14.0 14.0 120. ?157 0.017 0.0 24.5 24.3 -0.2
41 40 32.0 14.0 14.0 120. ?157 0.009 0.0 24.6 24.5 -0.1
42 41 20.5 10.0 10.0 120. 2.157 0.004 0.0 24.7 24.6 0.0
43 42 9.6 14.0 26.3 120. ~.157 0.001 0.0 24.7 24.7 0.0
17 43 9.7 80.0 110.7 120. 1.452 0.007 0.0 25.5 24.7 -0.8
800 9 246.5 25.0 64.0 120. 3.260 0.054 0.0 34.3 30.8 -3.5
901 800 246.5 50.0 93.0 120. 3.260 0.054 3.9 39.4 34.3 -5.1
902 901 246.5 10.0 53.0 120. 3.260 0.054 4.3 42.3 39.4 -2.9
903 902 246.8 150.0 212.1 140. 6.140 0.002 0.0 42.7 42.3 -0.4
16 42 10.7 66.5 97.2 120. 1.452 0.008 0.0 25.5 24.7 -0.8
15 41 11.6 80.0 103.1 120. 1.452 0.010 0.0 25.7 24.6 -1.0
14 40 12.9 80.0 103.1 120. 1.452 0.012 0.0 25.7 24.5 -1.2
13 39 15.3 80.0 103.1 120. 1.452 0.016 0.0 25.9 24.3 -1.7
35 38 7.8 50.0 57.7 120. 1.452 0.005 0.0 24.2 23.9 -0.3
37 28 37.4 20.0 35.4 120. 1.452 0.085 0.0 23.6 20.6 -3.0
36 24 30.5 20.0 35.4 120. 1.452 0.058 0.0 23.5 21.4 -2.1
OmniCADD Hydraulic Calculation Software v. 1.1
DESIGN DATA:
REMOTE AREA LOCATION
OCCUPANCY CLASSIFICATION
DENSITY
REMOTE AREA SIZE
COVERAGE PER SPRINKLER
NO. OF SPRINKLER CALCULATED
IN-RACK DEMAND
SOURCE HOSE DEMAND
TOTAL WATER INCLUDING HOSE
NAME OF CONTRACTOR
ADDRESS
NAME OF DESIGNER
AUTHORITY HAVING JURISDICTION
HYDRAULIC CALCULATIONS
for
PRIOR LAKE. MINNESOTA
PRIOR LAKE LIBRARY
REMOTE AREA D
CONTRACT NO.
DATE
12-16-98 (REVISED 2-1-99)
RESOURCE CENTER
LIGHT
0.100 gpmlsq.ft
1050.0 sq.ft
75.0 sq.ft
14
0.0 gpm
100.0 gpm
316.1 gpm
METRO FIRE PROTECTION INC.
8145 LAKE DRIVE. L1NO LAKES, MINNESOTA 55014
TDM
CITY, STATE
OmniCADD Hydraulic Calculation Software v. 1.1
12-16-98 (REVISED 2-1-99)
Total Demand
Additional Allowances
Discharge from Sprinklers
Average Imbalance
Maximum Imbalance
Maximum Velocity @ Pipe: 90
static Pressure
Residual Pressure
Required Pressure
Available Pressure
Flow
Hose Allowance at Source
Water Flowing at Source
psi
A
E
D
60
o
o 200
400
A: 67.00 psi @ 0.00 gpm
B: 44.00 psi @ 1060.00 gpm
C: 8.23 psi @ 0.00 gpm
D: 53.74 psi @ 316.12 gpm
E: 64.55 psi @ 316.12 gpm
PRIOR LAKE LIBRARY REMOTE AREA D
GENERAL RESULTS
Source 903
-~B
600
800
OmniCADD Hydraulic Calculation Software v. 1.1
1000
Page: 1
316.12 gpm
0.00 gpm
215.98 gpm
0.09 gpm
0.5 gpm
15.69 ftIs
67.00 psi
44.00 psi
53.74 psi
64.55 psi
1060.00 gpm
100.00 gpm
316.12 gpm
gpm
12-16-98 (REVISED 2-1-99)
PRIOR LAKE LIBRARY REMOTE AREA D
Page: 2
NODES
Node# Type K-Factor Elevation Pressure Discharge
ft Dsi aom
9 Node - 19.00 36.24 -
10 Node - 19.00 34.43 -
11 Node - 19.00 32.97 -
12 Node - 19.00 31.49 -
13 Node - 19.00 28.96 -
14 Node - 19.00 28.25 -
15 Node - 19.00 27.97 -
16 Node - 19.00 27.34 -
17 Node - 19.00 27.20 -
24 Node - 19.00 27.72 -
25 Node - 19.00 28.97 -
26 Node - 19.00 30.04 -
27 Node - 19.00 31.28 -
28 Node - 19.00 27.82 -
29 Node - 19.00 28.60 -
30 Node - 19.00 30.21 -
31 Node - 19.00 30.98 -
32 Node - 19.00 32.07 -
33 Node - 19.00 32.97 -
34 Node - 19.00 32.97 -
35 Node - 19.00 28.70 -
36 Node - 19.00 24.58 -
37 Node - 19.00 25.07 -
38 Node - 19.00 25.16 -
39 Node - 19.00 25.16 -
40 Node - 19.00 25.11 -
41 Node - 19.00 24.90 -
42 Node - 19.00 24.58 -
43 Node - 19.00 23.15 -
44 Node - 19.00 12.61 -
45 Node - 19.00 11.51 -
46 Head 5.60 19.00 8.31 16.14
47 Head 5.60 19.00 7.58 15.41
48 Head 5.60 19.00 7.29 15.12
49 Head 5.60 19.00 7.24 15.07
50 Head 5.60 19.00 7.27 15.10
51 Head 5.60 19.00 7.52 15.36
52 Head 5.60 19.00 8.19 16.03
53 Node - 19.00 9.50 -
54 Node - 19.00 10.40 -
55 Node - 19.00 11.03 -
56 Node - 19.00 14.95 -
57 Node - 19.00 18.03 -
58 Head 5.60 19.00 8.20 16.03
59 Head 5.60 19.00 7.49 15.33
60 Head 5.60 19.00 7.22 15.04
61 Head 5.60 19.00 7.18 15.00
62 Head 5.60 19.00 7.21 15.04
63 Head 5.60 19.00 7.47 15.31
64 Head 5.60 19.00 8.16 15.99
800 Node - 19.00 38.97 -
901 Node - 10.00 46.83 -
902 Node - 0.00 53.42 -
903 Src - 0.00 53.74 100.00
OmniCADD Hydraulic Calculation Software v. 1.1
12-16-98 (REVISED 2-1-99)
PRIOR LAKE LIBRARY REMOTE AREA D
Page: 3
PIPES
Pipe# start Node I End Node Flow I.D. HWC Friction Fitting Pipe Len. Pres. Fr.
# Elev. K-F Pres. Dis. Vel. Loss Tot. Len. Loss EI.
ft psi gpm aom in psilft ft psi VI.
ftIs
9 9 19.0 - 44.5 - 177.7 ~.157 120. 0.222 - 8.1 1.796
10 19.0 - 42.7 - 15.6 8.1 0.000
0.009
10 10 19.0 - 42.7 - 142.1 ?157 120. 0.147 - 10.0 1.463
11 19.0 - 41.2 - 12.5 10.0 0.000
0.007
11 11 19.0 - 41.2 - 142.1 0.157 120. 0.147 - 10.1 1.474
12 19.0 - 39.7 - 12.5 10.1 0.000
0.007
12 12 19.0 - 39.7 - 110.8 ?157 120. 0.093 EE 15.0 2.519
13 19.0 - 37.2 - 9.7 27.3 0.000
0.006
13 13 19.0 - 37.2 - 87.0 ?157 120. 0.059 - 12.0 0.708
14 19.0 - 36.5 - 7.6 12.0 0.000
0.005
14 14 . 19.0 - 36.5 - 65.5 ?157 120. 0.035 - 8.0 0.279
15 19.0 - 36.2 - 5.8 8.0 0.000
0.003
15 15 19.0 - 36.2 - 44.3 ?157 120. 0.017 EE 25.0 0.632
16 19.0 - 35.6 - 3.9 37.3 0.000
0.002
16 16 19.0 - 35.6 - 24.0 ?157 120. 0.005 T 12.0 0.132
17 19.0 - 35.4 - 2.1 24.3 0.000
0.001
23 25 19.0 - 37.2 - 38.3 1.452 120. 0.089 - 14.0 1.243
24 19.0 - 36.0 - 7.4 14.0 0.000
0.010
24 26 19.0 - 38.3 - 38.3 1.452 120. 0.089 - 12.0 1.065
25 19.0 - 37.2 - 7.4 12.0 0.000
0.010
25 27 19.0 - 39.5 - 38.3 1.452 120. 0.089 - 14.0 1.243
26 19.0 - 38.3 - 7.4 14.0 0.000
0.010
26 9 19.0 - 44.5 - 38.3 1.452 120. 0.089 4ETT 25.0 4.949
27 19.0 - 39.5 - 7.4 55.7 0.000
0.010
27 29 19.0 - 36.8 - 35.6 1.452 120. 0.078 - 10.0 0.777
28 19.0 - 36.0 - 6.9 10.0 0.000
0.009
28 30 19.0 - 38.4 - 35.6 1.452 120. 0.078 EE 13.0 1.607
29 19.0 - 36.8 - 6.9 20.7 0.000
0.009
29 31 19.0 - 39.2 - 35.6 1.452 120. 0.078 - 10.0 0.777
30 19.0 - 38.4 - 6.9 10.0 0.000
0.009
30 32 19.0 - 40.3 - 35.6 1.452 120. 0.078 - 14.0 1.087
31 19.0 - 39.2 - 6.9 14.0 0.000
0.009
31 10 - 19.0 42.7 1.452
- - 35.6 120. 0.078 EET 15.0 2.359
32 19.0 - 40.3 - 6.9 30.4 0.000
0.009
32 33 19.0 - 41.2 - 0.0 1.452 120. 0.000 - 12.0 0.000
34 19.0 - 41.2 - 0.0 12.0 0.000
0.000
OmniCADD Hydraulic Calculation Software v. 1.1
12-16-98 (REVISED 2-1-99)
PRIOR LAKE LIBRARY REMOTE AREA 0
Page: 4
PIPES
Pipe# Start Node I End Node Flow 1.0. HWC Friction Fitting Pipe Len. Pres. Fr.
# Elev. K-F Pres. Dis. Vel. Loss Tot.Len. Loss EI.
ft psi gpm CDm in psilft ft psi VI.
ftls
33 34 19.0 - 41.2 - 0.3 1.452 120. 0.000 EET 25.0 0.000
11 19.0 - 41.2 - 0.1 40.4 0.000
0.000
34 12 19.0 - 39.7 - 31.3 1.452 120. 0.061 EET 30.0 2.783
35 19.0 - 36.9 - 6.1 45.4 0.000
0.008
35 37 19.0 - 33.3 - 71.1 2.157 120. 0.041 - 12.0 0.487
36 19.0 - 32.8 - 6.2 12.0 0.000
0.004
36 38 19.0 - 33.4 - 35.5 iZ.157 120. 0.011 - 8.0 0.090
37 19.0 - 33.3 - 3.1 8.0 0.000
0.002
37 39 19.0 - 33.4 - 4.1 2.157 120. 0.000 - 12.0 0.003
38 19.0 - 33.4 - 0.4 12.0 0.000
0.000
38 39 19.0 - 33.4 - 19.8 ?157 120. 0.004 - 14.0 0.053
40 19.0 - 33.3 - 1.7 14.0 0.000
0.001
39 40 19.0 - 33.3 - 41.1 2.157 120. 0.015 - 14.0 0.207
41 19.0 - 33.1 - 3.6 14.0 0.000
0.002
40 41 19.0 - 33.1 - 62.3 2.157 120. 0.032 - 10.0 0.319
42 19.0 - 32.8 - 5.5 10.0 0.000
0.003
41 42 19.0 - 32.8 - 83.0 0.157 120. 0.054 T 14.0 1.422
43 19.0 - 31.4 - 7.3 26.3 0.000
0.004
42 17 19.0 - 35.4 - 23.7 1.452 120. 0.037 4ETT 80.0 4.045
43 19.0 - 31.4 - 4.6 110.7 0.000
0.006
43 44 19.0 - 20.8 - 55.1 1.687 120. 0.084 E 8.0 1.093
45 19.0 - 19.7 - 7.9 13.0 0.000
0.008
44 45 19.0 - 19.7 - 55.1 1.452 120. 0.174 - 18.3 3.194
46 19.0 5.60 16.5 16.1 10.7 18.3 0.000
0.014
45 46 19.0 5.60 16.5 16.1 39.0 1.452 120. 0.092 - 8.0 0.734
47 19.0 5.60 15.8 15.4 7.5 8.0 0.000
0.010
46 47 19.0 5.60 15.8 15.4 23.5 1.452 120. 0.036 - 8.0 0.289
48 19.0 5.60 15.5 15.1 4.6 8.0 0.000
0.006
47 48 19.0 5.60 15.5 15.1 8.5 1.452 120. 0.005 - 8.0 0.044
49 19.0 5.60 15.5 15.1 1.6 8.0 0.000
0.002
48 50 19.0 5.60 15.5 15.1 6.7 1.452 120. 0.004 - 8.0 0.028
49 19.0 5.60 15.5 15.1 1.3 8.0 0.000
0.002
49 51 19.0 5.60 15.7 15.4 21.7 1.452 120. 0.031 - 8.0 0.250
50 19.0 5.60 15.5 15.1 4.2 8.0 0.000
0.005
50 52 19.0 5.60 16.4 16.0 37.1 1.452 120. 0.084 - 8.0 0.671
51 19.0 5.60 15.7 15.4 7.2 8.0 0.000
0.009
OmniCADD Hydraulic Calculation Software v. 1.1
12-16-98 (REVISED 2-1-99)
PRIOR LAKE LIBRARY REMOTE AREA D
Page: 5
PIPES
Pipe# start Node / End Node Flow I.D. HWC Friction Fitting Pipe Len. Pres. Fr.
# Elev. K-F Pres. Dis. Vel. Loss Tot. Len. Loss EI.
ft psi gpm aDm in psilft ft psi VI.
ft/s
51 53 19.0 - 17.7 - 53.1 1.452 120. 0.163 - 8.0 1.303
52 19.0 5.60 16.4 16.0 10.3 8.0 0.000
0.013
52 54 19.0 - 18.6 - 53.1 1.452 120. 0.163 E 1.7 0.897
53 19.0 - 17.7 - 10.3 5.5 0.000
0.013
53 55 19.0 - 19.3 - 53.1 1.687 120. 0.079 - 8.0 0.627
54 19.0 - 18.6 - 7.6 8.0 0.000
0.007
54 56 19.0 - 23.2 - 106.7 1.687 120. 0.285 E 8.7 3.919
55 19.0 - 19.3 - 15.3 13.8 0.000
0.015
55 57 19.0 - 26.3 - 106.7 1.687 120. 0.285 E 5.8 3.067
56 19.0 - 23.2 - 15.3 10.8 0.000
0.015
56 43 19.0 - 31.4 - 106.7 1.687 120. 0.285 T 7.9 5.116
57 19.0 - 26.3 - 15.3 18.0 0.000
0.015
57 58 19.0 5.60 16.4 16.0 38.2 1.452 120. 0.089 - 8.0 0.707
59 19.0 5.60 15.7 15.3 7.4 8.0 0.000
0.010
58 59 19.0 5.60 15.7 15.3 22.9 1.452 120. 0.034 - 8.0 0.274
60 19.0 5.60 15.4 15.0 4.4 8.0 0.000
0.006
59 60 19.0 5.60 15.4 15.0 7.9 1.452 120. 0.005 - 8.0 0.038
61 19.0 5.60 15.4 15.0 1.5 8.0 0.000
0.002
60 62 19.0 5.60 15.4 15.0 7.2 1.452 120. 0.004 - 8.0 0.033
61 19.0 5.60 15.4 15.0 1.4 8.0 0.000
0.002
- 61 63 19.0 5.60 15.7 15.3 22.2 1.452 120. 0.033 8.0 0.260
-
62 19.0 5.60 15.4 15.0 4.3 8.0 0.000
0.006
62 64 19.0 5.60 16.4 16.0 37.5 1.452 120. 0.086 - 8.0 0.685
63 19.0 5.60 15.7 15.3 7.3 8.0 0.000
0.009
63 55 19.0 - 19.3 - 53.5 1.452 120. 0.165 T 9.7 2.865
64 19.0 5.60 16.4 16.0 10.4 17.4 0.000
0.014
76 800 19.0 - 47.2 - 216.0 3.260 120. 0.043 EET 25.0 2.716
9 19.0 - 44.5 - 8.3 64.0 0.000
0.002
87 901 10.0 - 51.2 - 216.0 3.260 120. 0.043 BET 50.0 3.949
800 19.0 - 47.2 - 8.3 93.0 3.897
0.002
88 902 0.0 - 53.4 - 216.0 3.260 120. 0.043 BET 10.0 2.251
901 10.0 - 51.2 - 8.3 53.0 4.330
0.002
89 903 0.0 - 53.7 100.0 215.9 6.140 140. 0.001 ET 150.0 0.310
902 0.0 - 53.4 - 2.3 212.1 0.000
0.000
90 36 19.0 - 32.8 - 109.3 1.687 120. 0.299 EET 20.0 11.948
44 19.0 - 20.8 - 15.7 40.1 0.000
0.015
OmniCADD Hydraulic Calculation Software v. 1.1
12-16-98 (REVISED 2-1-99)
PRIOR LAKE LIBRARY REMOTE AREA 0
Page: 6
PIPES
Pipe# start Node I End Node Flow 1.0. HWC Friction Fitting Pipe Len. Pres. Fr.
# Elev. K-F Pres. Dis. Vel. Loss Tot. Len. Loss EI.
ft psi gpm aom in psilft ft psi VI.
ftIs
91 44 19.0 - 20.8 - 54.2 1.452 120. 0.169 T 18.3 4.400
58 19.0 5.60 16.4 16.0 10.5 26.0 0.000
0.014
92 16 19.0 - 35.6 - 20.6 1.452 120. 0.028 4ETT 66.5 2.752
42 19.0 - 32.8 - 4.0 97.2 0.000
0.005
93 15 19.0 - 36.2 - 21.2 1.452 120. 0.030 EETT 80_0 3.066
41 19.0 - 33.1 - 4.1 103.1 0.000
0.005
94 14 19.0 - 36.5 - 21.5 1.452 120_ 0.030 EETT 80.0 3.139
40 19.0 - 33.3 - 4.2 103.1 0.000
0.005
95 13 19.0 - 37.2 - 23.8 1.452 120. 0.037 EETT 80.0 3.794
39 19.0 - 33.4 - 4.6 103.1 0.000
36.9-- 0.006
96 35 19.0 '----- 31.3 1.452 120'-'- 0.061 T 50.0 3.538
-
38 19.0 - 33.4 - 6.1 57.7 0.000
0.008
97 28 19.0 - 36.0 - 35.6 1.452 120. 0.078 EET 20.0 2.747
37 19.0 - 33.3 - 6.9 35.4 0.000
0.009
98 24 19.0 - 36.0 - 38.3 1.452 120. 0.089 EET 20.0 3.140
36 19.0 - 32.8 - 7.4 35.4 0.000
0.010
OmniCADD Hydraulic Calculation Software v. 1.1
.
12-16-98 (REVISED 2-1-99)
PRIOR LAKE LIBRARY REMOTE AREA D
Page: 7
PIPES
From# To# Flow Pipe EQV. hwc Dia. Fric. Elev. From To Diff.
aDm ft ft in psilft psi psi psi psi
9 10 177.7 8.1 8.1 120. 2.157 0.222 0.0 44.5 42.7 -1.8
10 11 142.1 10.0 10.0 120. :2.157 0.147 0.0 42.7 41.2 -1.5
11 12 142.1 10.1 10.1 120. 2.157 0.147 0.0 41.2 39.7 -1.5
12 13 110.8 15.0 27.3 120. 2.157 0.093 0.0 39.7 37.2 -2.5
13 14 87.0 12.0 12.0 120. 2.157 0.059 0.0 37.2 36.5 -0.7
14 15 65.5 8.0 8.0 120. 2.157 0.035 0.0 36.5 36.2 -0.3
15 16 44.3 25.0 37.3 120. t2.157 0.017 0.0 36.2 35.6 -0.6
16 17 24.0 12.0 24.3 120. 2.157 0.005 0.0 35.6 35.4 -0.1
25 24 38.3 14.0 14.0 120. 1.452 0.089 0.0 37.2 36.0 -1.2
26 25 38.3 12.0 12.0 120. 1.452 0.089 0.0 38.3 37.2 -1.1
27 26 38.3 14.0 14.0 120. 1.452 0.089 0.0 39.5 38.3 -1.2
9 27 38.3 25.0 55.7 120. 1.452 0.089 0.0 44.5 39.5 -5.0
29 28 35.6 10.0 10.0 120. 1.452 0.078 0.0 36.8 36.0 -0.8
30 29 35.6 13.0 20.7 120. 1.452 0.078 0.0 38.4 36.8 -1.6
31 30 35.6 10.0 10.0 120. 1.452 0.078 0.0 39.2 38.4 -0.8
32 31 35.6 14.0 14.0 120. 1.452 0.078 0.0 40.3 39.2 -1.1
10 32 35.6 15.0 30.4 120. 1.452 0.078 0.0 42.7 40.3 -2.4
33 34 0.0 12.0 12.0 120. 1.452 0.000 0.0 41.2 41.2 0.0
34 11 0.3 25.0 40.4 120. 1.452 0.000 0.0 41.2 41.2 0.0
12 35 31.3 30.0 45.4 120. 1.452 0.061 0.0 39.7 36.9 -2.8
37 36 71.1 12.0 12.0 120. 7.157 0.041 0.0 33.3 32.8 -0.5
38 37 35.5 8.0 8.0 120. 12.157 0.011 0.0 33.4 33.3 -0.1
39 38 4.1 12.0 12.0 120. 12.157 0.000 0.0 33.4 33.4 0.0
39 40 19.8 14.0 14.0 120. ~.157 0.004 0.0 33.4 33.3 -0.1
40 41 41.1 14.0 14.0 120. ~.157 0.015 0.0 33.3 33.1 -0.2
41 42 62.3 10.0 10.0 120. 12.157 0.032 0.0 33.1 32.8 -0.3
42 43 83.0 14.0 26.3 120. 12.157 0.054 0.0 32.8 31.4 -1.4
17 43 23.7 80.0 110.7 120. 1.452 0.037 0.0 35.4 31.4 -4.1
44 45 55.1 8.0 13.0 120. 1.687 0.084 0.0 20.8 19.7 -1.1
45 46 55.1 18.3 18.3 120. 1.452 0.174 0.0 19.7 16.5 -3.2
46 47 39.0 8.0 8.0 120. 1.452 0.092 0.0 16.5 15.8 -0.7
47 48 23.5 8.0 8.0 120. 1.452 0.036 0.0 15.8 15.5 -0.3
48 49 8.5 8.0 8.0 120. 1.452 0.005 0.0 15.5 15.5 0.0
50 49 6.7 8.0 8.0 120. 1.452 0.004 0.0 15.5 15.5 0.0
51 50 21.7 8.0 8.0 120. 1.452 0.031 0.0 15.7 15.5 -0.2
52 51 37.1 8.0 8.0 120. 1.452 0.084 0.0 16.4 15.7 -0.7
53 52 53.1 8.0 8.0 120. 1.452 0.163 0.0 17.7 16.4 -1.3
54 53 53.1 1.7 5.5 120. 1.452 0.163 0.0 18.6 17.7 -0.9
55 54 53.1 8.0 8.0 120. 1.687 0.079 0.0 19.3 18.6 -0.6
56 55 106.7 8.7 13.8 120. 1.687 0.285 0.0 23.2 19.3 -3.9
57 56 106.7 5.8 10.8 120. 1.687 0.285 0.0 26.3 23.2 -3.1
43 57 106.7 7.9 18.0 120. 1.687 0.285 0.0 31.4 26.3 -5.1
58 59 38.2 8.0 8.0 120. 1.452 0.089 0.0 16.4 15.7 -0.7
59 60 22.9 8.0 8.0 120. 1.452 0.034 0.0 15.7 15.4 -0.3
60 61 7.9 8.0 8.0 120. 1.452 0.005 0.0 15.4 15.4 0.0
62 61 7.2 8.0 8.0 120. 1.452 0.004 0.0 15.4 15.4 0.0
63 62 22.2 8.0 8.0 120. 1.452 0.033 0.0 15.7 15.4 -0.3
64 63 37.5 8.0 8.0 120. 1.452 0.086 0.0 16.4 15.7 -0.7
55 64 53.5 9.7 17.4 120. 1.452 0.165 0.0 19.3 16.4 -2.9
800 9 216.0 25.0 64.0 120. ~.260 0.043 0.0 47.2 44.5 -2.7
901 800 216.0 50.0 93.0 120. ~.260 0.043 3.9 51.2 47.2 -4.0
902 901 216.0 10.0 53.0 120. ~.260 0.043 4.3 53.4 51.2 -2.3
903 902 215.9 150.0 212.1 140. ~.140 0.001 0.0 53.7 53.4 -0.3
36 44 109.3 20.0 40.1 120. 1.687 0.299 0.0 32.8 20.8 -12.0
44 58 54.2 18.3 26.0 120. 1.452 0.169 0.0 20.8 16.4 -4.4
16 42 20.6 66.5 97.2 120. 1.452 0.028 0.0 35.6 32.8 -2.8
15 41 21.2 80.0 103.1 120. 1.452 0.030 0.0 36.2 33.1 -3.1
14 40 21.5 80.0 103.1 120. 1.452 0.030 0.0 36.5 33.3 -3.1
OmniCADD Hydraulic Calculation Software v. 1.1
12-16-98 (REVISED 2-1-99)
PRIOR LAKE LIBRARY REMOTE AREA D
Page: 8
PIPES
From# To# Flow Pipe EClV. hwc Dia. Fric. Elev. From To Diff.
(lOrn ft ft in Dsilft Dsi Dsi Dsi psi
13 39 23.8 80.0 103.1 120. 1.452 0.037 0.0 37.2 33.4 -3.8
35 38 31.3 50.0 57.7 120. 1.452 0.061 0.0 36.9 33.4 -3.5
28 37 35.6 20.0 35.4 120. 1.452 0.078 0.0 36.0 33.3 -2.8
24 36 38.3 20.0 35.4 120. 1.452 0.089 0.0 36.0 32.8 -3.1
OmniCADD Hydraulic Calculation Software v. 1.1
DESIGN DATA:
REMOTE AREA LOCATION
OCCUPANCY CLASS/FICA TION
DENSITY
REMOTE AREA SIZE
COVERAGE PER SPRINKLER
NO. OF SPRINKLER CALCULATED
IN-RACK DEMAND
SOURCE HOSE DEMAND
TOTAL WATER INCLUDING HOSE
NAME OF CONTRACTOR
ADDRESS
NAME OF DESIGNER
AUTHORITY HAVING JURISDICTION
HYDRAULIC CALCULATIONS
for
PRIOR LAKE, MINNESOTA
PRIOR LAKE LIBRARY
REMOTE AREA A
CONTRACT NO.
DATE
12-14-98 REVISED (2-1-99)
ATTIC
LIGHT
0.100 gpmlsq.ft
2535.0 sq.ft
110.2 sq.ft
23
0.0 gpm
100.0 gpm
525.1 gpm
METRO FIRE PROTECTION INC.
8145 LAKE DRIVE, L1NO LAKES, MINNESOTA 55014
TOM
CITY, STATE
OmniCADD Hydraulic Calculation Software v. 1.1
12-14-98 REVISED (2-1-99)
PRIOR LAKE LIBRARY REMOTE AREA A
Page: 1
GENERAL RESULTS
Total Demand
Additional Allowances
Discharge from Sprinklers
525.13 gpm
0.00 gpm
425.13 gpm
Average Imbalance
Maximum Imbalance
Maximum Velocity @ Pipe: 27
0.01 gpm
0.5 gpm
17.77 fVs
Source 903
Static Pressure 67.00 psi
Residual Pressure 44.00 psi
Required Pressure 54.52 psi
Available Pressure 60.73 psi
Flow 1060.00 gpm
Hose Allowance at Source 100.00 gpm
Water Flowing at Source 525.13 gpm
psi
A
60 E
50 --~B
40
30
20
10
0
o 200 400 600 800 1000 gpm
A: 67.00 psi @ 0.00 gpm
B: 44.00 psi @ 1060.00 gpm
C: 10.82 psi @ 0.00 gpm
D: 54.52 psi @ 525.13 gpm
E: 60.73 psi @ 525.13 gpm
OmniCADD Hydraulic Calculation Software v. 1.1
12-14-98 REVISED (2-1-99)
PRIOR LAKE LIBRARY REMOTE AREA A
Page: 2
NODES
Node# Tvoe K-Factor Elevation Pressure Discharge
ft osi oom
27 Head 5.60 25.00 15.11 21.77
28 Head 5.60 25.00 15.27 21.89
29 Head 5.60 25.00 15.85 22.29
30 Head 5.60 25.00 7.60 15.44
31 Node - 25.00 30.68 -
32 Head 5.60 25.00 27.81 29.53
33 Head 5.60 25.00 27.73 29.49
65 Head 5.60 25.00 7.17 15.00
66 Head 5.60 25.00 7.75 15.59
67 Head 5.60 25.00 8.11 15.95
68 Head 5.60 25.00 8.91 16.72
69 Head 5.60 25.00 10.33 17.99
70 Head 5.60 25.00 12.56 19.85
71 Node - 25.00 27.17 -
72 Node - 25.00 26.19 -
73 Node - 25.00 25.92 -
74 Node - 25.00 30.78 -
75 Node - 25.00 34.90 -
77 Head 5.60 25.00 7.25 15.08
78 Head 5.60 25.00 7.45 15.29
79 Head 5.60 25.00 7.81 15.65
80 Head 5.60 25.00 8.59 16.41
81 Head 5.60 25.00 9.95 17.66
82 Head 5.60 25.00 12.10 19.48
83 Head 5.60 25.00 7.37 15.21
84 Head 5.60 25.00 7.73 15.57
85 Head 5.60 25.00 8.49 16.32
86 Head 5.60 25.00 9.84 17.57
87 Head 5.60 25.00 11.98 19.38
900 Node - 25.00 36.31 -
901 Node - 10.00 46.44 -
902 Node - 5.00 51.26 -
903 Src - 0.00 54.52 100.00
OmniCADD Hydraulic Calculation Software v. 1.1
12-14-98 REVISED (2-1-99)
PRIOR LAKE LIBRARY REMOTE AREA A
Page: 3
PIPES
pipe# start Node I End Node Flow I.D. HWC Friction Fitti n9 Pipe Len. Pres. Fr.
# Elev. K-F Pres. Dis. Vel. Loss Tot.Len. Loss EI.
ft psi gpm aDm in psilft ft psi VI.
ftls
25 901 10.0 - 50.8 - 425.1 4.260 120. 0.041 ET 50.0 3.614
900 25.0 - 47.1 - 9.6 89.5 6.495
0.001
26 902 5.0 - 53.4 - 425.1 4.260 120. 0.041 BET 10.0 2.637
901 10.0 - 50.8 - 9.6 65.3 2.165
0.001
27 71 25.0 - 38.0 - 123.8 1.687 120. 0.376 TT 10.0 11.292
29 25.0 5.60 26.7 22.3 17.8 30.1 0.000
0.017
28 72 25.0 - 37.0 - 121.5 1.687 120. 0.363 TT 10.0 10.894
28 25.0 5.60 26.1 21.9 17.4 30.1 0.000
0.017
29 73 25.0 - 36.7 - 120.8 1.687 120. 0.359 TT 10.0 10.786
27 25.0 5.60 25.9 21.8 17.3 30.1 0.000
0.017
30 66 25.0 5.60 18.6 15.6 15.4 1.452' T2o~- 0.0T7' ----- 9.2 0.153
30 25.0 5.60 18.4 15.4 3.0 9.2 0.000
0.004
31 74 25.0 - 41.6 - 59.1 3.260 120. 0.004 T 5.0 0.097
31 25.0 - 41.5 - 2.3 25.2 0.000
0.001
32 31 25.0 - 41.5 - 59.0 1.687 120. 0.095 TT 10.0 2.867
32 25.0 5.60 38.6 29.5 8.5 30.1 0.000
0.008
33 32 25.0 5.60 38.6 29.5 29.5 ?154 120. 0.008 - 9.0 0.072
33 25.0 5.60 38.6 29.5 2.6 9.0 0.000
0.002
64 83 25.0 5.60 18.2 15.2 15.0 1.452 100. 0.022 - 9.2 0.201
65 25.0 5.60 18.0 15.0 2.9 9.2 0.000
0.004
65 67 25.0 5.60 18.9 15.9 31.0 1.687 100. 0.041 - 8.8 0.356
66 25.0 5.60 18.6 15.6 4.5 8.8 0.000
0.004
66 68 25.0 5.60 19.7 16.7 47.0 1.687 100. 0.088 - 9.2 0.802--
67 25.0 5.60 18.9 15.9 6.7 9.2 0.000
0.007
67 69 25.0 5.60 21.2 18.0 63.7 1.687 100. 0.154 - 9.2 1.409
68 25.0 5.60 19.7 16.7 9.1 9.2 0.000
0.009
68 70 25.0 5.60 23.4 19.8 81.7 1.687 100. 0.244 9.2 2.233 --
-
69 25.0 5.60 21.2 18.0 11.7 9.2 0.000
0.011
69 29 25.0 5.60 26.7 22.3 101.5 1.687 100. 0.365 - 9.0 3.278
70 25.0 5.60 23.4 19.8 14.6 9.0 0.000
0.014
70 71 25.0 - 38.0 - 242.3 3.260 100. 0.074 - 13.2 0.969
72 25.0 - 37.0 - 9.3 13.2 0.000
0.002
71 72 25.0 - 37.0 - 120.8 3.260 100. 0.020 - 13.2 0.267
73 25.0 - 36.7 - 4.6 13.2 0.000
0.001
72 74 25.0 - 41.6 - 366.1 3.260 100. 0.159 T 8.4 3.594
71 25.0 - 38.0 - 14.1 22.8 0.000
0.004
OmniCADD Hydraulic Calculation Software v. 1.1
12-14-98 REVISED (2-1-99)
PRIOR LAKE LIBRARY REMOTE AREA A
Page: 4
PIPES
---.----.- ,----
Pipe# Start Node I End Node Flow I.D. HWC Friction Fitti ng Pipe Len. Pres. Fr.
# Elev. K-F Pres. Dis. Vel. Loss Tot. Len. Loss EI.
ft psi gpm gpm in psilft ft psi VI.
ftls
73 75 25.0 - 45.7 - 425.1 \4.260 100. 0.057 EE 53.6 4.094
74 25.0 - 41.6 - 9.6 72.4 0.000
0.001
74 900 25.0 - 47.1 - 425.1 14.260 100. 0.057 EE 6.0 1.403
75 25.0 - 45.7 - 9.6 24.8 0.000
0.001
76 78 25.0 5.60 18.3 15.3 15.1 1.452 100. 0.022 - 9.2 0.204
77 25.0 5.60 18.1 15.1 2.9 9.2 0.000
0.004
77 79 25.0 5.60 18.6 15.7 30.4 1.687 100. 0.039 - 9.2 0.358
78 25.0 5.60 18.3 15.3 4.4 9.2 0.000
0.004
78 80 25.0 5.60 19.4 16.4 46.0 1.687 100. 0.084 - 9.2 0.772
79 25.0 5.60 18.6 15.7 6.6 9.2 0.000
0.006
79 81 25.0 5.60 20.8 17.7 62.4 1.687 100. 0.148 -- ---- 1.358
9.2
80 25.0 5.60 19.4 16.4 9.0 9.2 0.000
0.009
80 82 25.0 5.60 22.9 19.5 80.1 1.687 100. 0.235 - 9.2 2.153
81 25.0 5.60 20.8 17.7 11.5 9.2 0.000
0.011
81 28 25.0 5.60 26.1 21.9 99.6 1.687 100. 0.352 - 9.0 3.162
82 25.0 5.60 22.9 19.5 14.3 9.0 0.000
0.014
82 84 25.0 5.60 18.6 15.6 30.2 1.687 100. 0.039 - 9.2 0.354
83 25.0 5.60 18.2 15.2 4.3 9.2 0.000
0.004
83 85 25.0 5.60 19.3 16.3 45.8 1.687 100. 0.084 - 9.2 0.764
84 25.0 5.60 18.6 15.6 6.6 9.2 0.000
0.006
84 86 25.0 5.60 20.7 17.6 62.1 1.687 100. 0.147 - 9.2 1.344
85 25.0 5.60 19.3 16.3 8.9 9.2 0.000
0.009
85 87 25.0 5.60 22.8 19.4 79.7 1.687 100. 0.233 - 9.2 2.131
86 25.0 5.60 20.7 17.6 11.4 9.2 0.000
0.011
86 27 25.0 5.60 25.9 21.8 99.0 1.687 100. 0.349 - 9.0 3.130
87 25.0 5.60 22.8 19_4 14.2 9.0 0.000
0.014
88 903 0.0 - 54.5 100.0 425.2 6.140 140. 0.005 ET 150.0 1.086
902 5.0 - 53.4 - 4.6 212.1 2.165
0.000
OmniCADD Hydraulic Calculation Software v. 1.1
12-14-98 REVISED (2-1-99)
PRIOR LAKE LIBRARY REMOTE AREA A
Page: 5
PIPES
From# To# Flow Pioe Eav. hwc Dia. Fric. Elev. From To Diff.
anm ft ft in Dsilft Dsi Dsi Dsi Dsi
901 900 425.1 50.0 89.5 120. 14.260 0.041 6.5 50.8 47.1 -3.6
902 901 425.1 10.0 65.3 120. ~.260 0.041 2.2 53.4 50.8 -2.7
71 29 123.8 10.0 30.1 120. 1.687 0.376 0.0 38.0 26.7 -11.3
72 28 121.5 10.0 30.1 120. 1.687 0.363 0.0 37.0 26.1 -10.9
73 27 120.8 10.0 30.1 120. 1.687 0.359 0.0 36.7 25.9 -10.8
66 30 15.4 9.2 9.2 120. 1.452 0.017 0.0 18.6 18.4 -0.2
74 31 59.1 5.0 25.2 120. 3.260 0.004 0.0 41.6 41.5 -0.1
31 32 59.0 10.0 30.1 120. 1.687 0.095 0.0 41.5 38.6 -2.9
32 33 29.5 9.0 9.0 120. ?154 0.008 0.0 38.6 38.6 -0.1
83 65 15.0 9.2 9.2 100. 1.452 0.022 0.0 18.2 18.0 -0.2
67 66 31.0 8.8 8.8 100. 1.687 0.041 0.0 18.9 18.6 -0.4
68 67 47.0 9.2 9.2 100. 1.687 0.088 0.0 19.7 18.9 -0.8
69 68 63.7 9.2 9.2 100. 1.687 0.154 0.0 21.2 19.7 -1.4
70 69 81.7 9.2 9.2 100. 1.687 0.244 0.0 23.4 21.2 -2.2
29 70 101.5 9.0 9.0 100. 1.687 0.365 0.0 26.7 23.4 -3.3
71 72 242.3 13.2 13.2 100. ~.260 0.074 0.0 38.0 37.0 -1.0
72 73 120.8 13.2 13.2 100. 13.260 0.020 0.0 37.0 36.7 -0.3
74 71 366.1 8.4 22.8 100. ~.260 0.159 0.0 41.6 38.0 -3.6
75 74 425.1 53.6 72.4 100. 14.260 0.057 0.0 45.7 41.6 -4.1
900 75 425.1 6.0 24.8 100. 4.260 0.057 0.0 47.1 45.7 -1.4
78 77 15.1 9.2 9.2 100. 1.452 0.022 0.0 18.3 18.1 -0.2
79 78 30.4 9.2 9.2 100. 1.687 0.039 0.0 18.6 18.3 -0.4
80 79 46.0 9.2 9.2 100. 1.687 0.084 0.0 19.4 18.6 -0.8
81 80 62.4 9.2 9.2 100. 1.687 0.148 0.0 20.8 19.4 -1.4
82 81 80.1 9.2 9.2 100. 1.687 0.235 0.0 22.9 20.8 -2.2
28 82 99.6 9.0 9.0 100. 1.687 0.352 0.0 26.1 22.9 -3.2
84 83 30.2 9.2 9.2 100. 1.687 0.039 0.0 18.6 18.2 -0.4
85 84 45.8 9.2 9.2 100. 1.687 0.084 0.0 19.3 18.6 -0.8
86 85 62.1 9.2 9.2 100. 1.687 0.147 0.0 20.7 19.3 -1.3
87 86 79.7 9.2 9.2 100. 1.687 0.233 0.0 22.8 20.7 -2.1
27 87 99.0 9.0 9.0 100. 1.687 0.349 0.0 25.9 22.8 -3.1
903 902 425.2 150.0 212.1 140. ~.140 0.005 2.2 54.5 53.4 -1.1
OmniCADD Hydraulic Calculation Software v. 1.1
DESIGN DATA:
REMOTE AREA LOCATION
OCCUPANCY CLASSIFICATION
DENSITY
REMOTE AREA SIZE
COVERAGE PER SPRINKLER
NO. OF SPRINKLER CALCULATED
IN-RACK DEMAND
SOURCE HOSE DEMAND
TOTAL WATER INCLUDING HOSE
NAME OF CONTRACTOR
ADDRESS
NAME OF DESIGNER
AUTHORITY HAVING JURISDICTION
HYDRAULIC CALCULA liONS
for
PRIOR LAKE. MINNESOTA
PRIOR LAKE LIBRARY
REMOTE AREA B
CONTRACT NO.
DATE
12-16-98 (REVISED 2-1-99)
RESOURCE CENTER
LIGHT
0.100 gpmlsq.ft
1050.0 sq.ft
116.7 sq.ft
9
0.0 gpm
100.0 gpm
307.0 gpm
METRO FIRE PROTECTION INC.
8145 LAKE DRIVE, L1NO LAKES, MINNESOTA 55014
TOM
CITY, STATE
OmniCADD Hydraulic Calculation Software v. 1.1
\
12-16-98 (REVISED 2-1-99)
Total Demand
Additional Allowances
Discharge from Sprinklers
Average Imbalance
Maximum Imbalance
Maximum Velocity @ Pipe: 21
Static Pressure
Residual Pressure
Required Pressure
Available Pressure
Flow
Hose Allowance at Source
Water Flowing at Source
psi
A
E
60
50
D
o
o 200
400
A: 67.00 psi @ 0.00 gpm
B: 44.00 psi @ 1060.00 gpm
C: 8.23 psi @ 0.00 gpm
D: 51.28 psi @ 307.02 gpm
E: 64.68 psi @ 307.02 gpm
PRIOR LAKE LIBRARY REMOTE AREA B
GENERAL RESULTS
Source 903
600
800
OmniCADD Hydraulic Calculation Software v. 1.1
1000
Page: 1
307.02 gpm
0.00 gpm
207.35 gpm
0.10 gpm
0.5 gpm
17.10 ftls
67.00 psi
44.00 psi
51.28 psi
64.68 psi
1060.00 gpm
100.00 gpm
307.02 gpm
B
gpm
12-16-98 (REVISED 2-1-99)
PRIOR LAKE LIBRARY REMOTE AREA B
Page: 2
NODES
--
Node# Tvoe K-Factor Elevation Pressure Discharae
ft Dsi gpm
1 Head 5.62 19.00 12.27 19.69
2 Head 5.62 19.00 13.65 20.76
3 Head 5.62 19.00 16.64 22.93
4 Head 5.62 19.00 19.35 24.72
5 Node - 19.00 31.73 -
6 Node - 19.00 31.82 -
7 Node - 19.00 32.23 -
8 Node - 19.00 33.26 -
19 Head 5.62 19.00 12.31 19.72
20 Head 5.62 19.00 13.70 20.80
21 Head 5.62 19.00 16.69 22.96
22 Head 5.62 19.00 19.41 24.76
23 Head 5.62 19.00 30.44 31.01
800 Node - 19.00 36.98 -
901 Node - 10.00 44.56 -
902 Node - 0.00 50.99 -
903 Src - 0.00 51.28 100.00
OmniCADD Hydraulic Calculation Software v. 1.1
12-16-98 (REVISED 2-1-99)
PRIOR LAKE LIBRARY REMOTE AREA B
Page: 3
PIPES
Pipe# Start Node I End Node Flow I.D. HWC Friction Fitting Pipe Len. Pres. Fr.
# Elev. K-F Pres. Dis. Vel. Loss Tot.Len. Loss EI.
ft psi gpm CDm in psilft ft psi VI.
ftls
1 2 19.0 5.62 21.9 20.8 19.7 1.104 120. 0.099 - 14.0 1.380
1 19.0 5.62 20.5 19.7 6.6 14.0 0.000
0.015
2 3 19.0 5.62 24.9 22.9 40.5 1.104 120. 0.374 - 8.0 2.988
2 19.0 5.62 21.9 20.8 13.6 8.0 0.000
0.031
3 4 19.0 5.62 27.6 24.7 63.4 1.452 120. 0.226 - 12.0 2.708
3 19.0 5.62 24.9 22.9 12.3 12.0 0.000
0.016
4 5 19.0 - 40.0 - 88.1 1.452 120. 0.416 T 22.1 12.355
4 19.0 5.62 27.6 24.7 17.1 29.8 0.000
0.022
5 6 19.0 - 40.1 - 87.9 3:260 120. 0.008 - 12.0 0.097
5 19.0 - 40.0 - 3.4 12.0 0.000
0.001
6 7 19.0 - 40.5 - 176.3 3.260 120. 0.029 - 14.0 0.408
6 19.0 - 40.1 - 6.8 14.0 0.000
0.002
7 8 19.0 - 41.5 - 207.4 3.260 120. 0.040 E 16.6 1.025
7 19.0 - 40.5 - 8.0 26.0 0.000
0.002
8 800 19.0 - 45.2 - 207.3 ~.260 120. 0.040 EET 55.0 3.700
8 19.0 - 41.5 - 8.0 94.0 0.000
0.002
18 20 19.0 5.62 21.9 20.8 19.7 1.104 120. 0.099 - 14.0 1.384
19 19.0 5.62 20.5 19.7 6.6 14.0 0.000
0.015
19 21 19.0 5.62 24.9 23.0 40.5 1.104 120. 0.375 - 8.0 2.997
20 19.0 5.62 21.9 20.8 13.6 8.0 0.000
0.031
20 22 19.0 5.62 27.6 24.8 63.5 1.452 120. 0.227 - 12.0 2.716
21 19.0 5.62 24.9 23.0 12.3 12.0 0.000
0.016
21 6 19.0 - 40.1 - 88.2 1.452 120. 0.417 T 22.1 12.392
22 19.0 5.62 27.6 24.8 17.1 29.8 0.000
0.022
22 7 19.0 - 40.5 - 31.0 1.452 120. 0.060 T 22.1 1.790
23 19.0 5.62 38.7 31.0 6.0 29.8 0.000
0.008
87 901 10.0 - 48.9 - 207.3 3.260 120. 0.040 BET 50.0 3.662
800 19.0 - 45.2 - 8.0 93.0 3.897
0.002
88 902 0.0 - 51.0 - 207.3 3.260 120. 0.040 BET 10.0 2.087
901 10.0 - 48.9 - 8.0 53.0 4.330
0.002
89 903 0.0 - 51.3 100.0 207.4 6.140 140. 0.001 ET 150.0 0.288
902 0.0 - 51.0 - 2.2 212.1 0.000
0.000
OmniCADD Hydraulic Calculation Software v. 1.1
.
12-16-98 (REVISED 2-1-99)
PRIOR LAKE LIBRARY REMOTE AREA B
Page: 4
PIPES
From# To# Flow Pioe EClV. hwc Dia. Fric. Elev. From To Diff.
com ft ft in osilft psi osi osi osi
2 1 19.7 14.0 14.0 120. 1.104 0.099 0.0 21.9 20.5 -1.4
3 2 40.5 8.0 8.0 120. 1.104 0.374 0.0 24.9 21.9 -3.0
4 3 63.4 12.0 12.0 120. 1.452 0.226 0.0 27.6 24.9 -2.7
5 4 88.1 22.1 29.8 120. 1.452 0.416 0.0 40.0 27.6 -12.4
6 5 87.9 12.0 12.0 120. 3.260 0.008 0.0 40.1 40.0 -0.1
7 6 176.3 14.0 14.0 120. 3.260 0.029 0.0 40.5 40.1 -0.4
8 7 207.4 16.6 26.0 120. ~.260 0.040 0.0 41.5 40.5 -1.0
800 8 207.3 55.0 94.0 120. ~.260 0.040 0.0 45.2 41.5 -3.7
20 19 19.7 14.0 14.0 120. 1.104 0.099 0.0 21.9 20.5 -1.4
21 20 40.5 8.0 8.0 120. 1.104 0.375 0.0 24.9 21.9 -3.0
22 21 63.5 12.0 12.0 120. 1.452 0.227 0.0 27.6 24.9 -2.7
6 22 88.2 22.1 29.8 120. 1.452 0.417 0.0 40.1 27.6 -12.4
7 23 31.0 22.1 29.8 120. 1.452 0.060 0.0 40.5 38.7 -1.8
901 800 207.3 50.0 93.0 120. ~.260 0.040 3.9 48.9 45.2 -3.7
902 901 207.3 10.0 53.0 120. ~.260 0.040 4.3 51.0 48.9 -2.1
903 902 207.4 150.0 212.1 140. ~.140 0.001 0.0 51.3 51.0 -0.3
OmniCADD Hydraulic Calculation Software v. 1.1
@lPOTTER
PCVS-1 , -2
CONTROL VALVE
SUPERVISORY SWITCH
SWITCH TERMINAL CONNECTIONS
CLAMPING PLATE TERMINAL
~ ,,,G
c,0>J'
y~
,/
TYPICAL PRESSURE REDUCER TYPE VALVE
INST ALLA TION
This figure shows the Model PCVS mounted on the valve
yoke, with a bracket supplied by the valve manufacturer, to
supervise a pressure reducer type valve.
FIG. 13
FIG. 12
,,,G
~GO
0'0
PCVS
DWG. #923-3
CAUTION:
An uninsulated section of a single conductor should not be
looped around the terminal and serve as two separate
connections. The wire must be severed, thereby providing
supervision of the connection in the event that the wire
becomes dislodged from under the terminal.
DWG.
FIG. 14 TYPICAL ELECTRICAL CONNECTIONS (switches Shown in Valve Open Position)
Please Note: This device should be wired in accordance with the applicable parts of the National Electrical Code, all state and
local codes, applicable NFPA Standards and the requirements of the authority having jurisdiction.
TYPICAL SWITCH ACTION
TYPICAL ELECTRICAL CONNECTIONS
OPEN VALVE POSITION
COM. ~
SW#1~ .
I
I i N.C.
I
I
COM.I~
SW #2 ~
i N.C.
CLOSED VALVE POSITION
SW #1CO~~ ~N.O.
N.C.
I
I
CO~': ~N.O.
SW #2 ....-1
N.C.
TO SUPERVISORY CIRCUIT
OF CONTROL PANEL
LOCAL CIRCUIT
TO POWER FOR
INDICATING DEVICE
~O.
COM.: N.C.
I
I
I
INDICATING
DEVICE
END OF
LINE
RESISTOR
COM. N.C.
DWG. #980-11
Contacts shown in normal (valve open) condition.
OWG. #980-12
ORDERING INFORMATION
MODEL DESCRIPTION
PCVS-1 Potter Control Valve Switch (single switch)
PCVS-2 Potter Control Valve Switch (double switch)
Cover Screw
Hex Key for Cover Screws and Installation Adjustments
Pratt Butterfly Valve Kit (Up to 12")
Pratt Butterfly Valve Kit (14" and Up)
Pratt Valve Kit
Optional Cover Tamper Switch Kit
PBK-S
PBK-L
PVK
For pressure reducer type valve installation kits (if required) contact valve manufacturer.
STOCK NO.
1010107
1010207
5490293
5250062
0090133
0090132
1000060
0090131
PRINTED IN USA
MKT. #8820001 - REV L
MFG. #5400980 - 6/98
PAGE60F6
T
~.Cjil~.if"~.
<P)POTTER
....
PCVS-1 , -2
CONTROL VALVE
SUPERVISORY SWITCH
Potter Electric Signal Company
2081 Craig Road. St. Louis, MO 63146-4161
(314) 878-4321 · (800) 325-3936
www.pottersignal.com
Potter Electric Signal & Mfg., L TO.
55 Glen Cameron Road
Thornhill, Ontario, Canada L3T 1 P2
(905) 882-1833
1
PCVS-1 STOCK NO. 1010107
PCVS-2 STOCK NO.1 01 0207
UL and CSFM LISTED, FM APPROVED, NYMEA ACCEPTED
Dimensions: 4.75"L x 2.25"W x 7.2"H (stem extended)
12.1cm Lx 5.7cm W x 18.3cm H
Weight: 1.35 lb. 1 .61 kg
Enclosure: Cover - Die-cast
Finish - Red Spatter Enamel
Base - Die Cast Zinc
All parts have corrosion resistant finishes
Cover Tamper: Tamper Resistant Screws,
Optional cover tamper kit available
Mounting: 1/2" NPT
Contact Rating: PCVS-1: One set of SPDT (Form C)
PCVS-2: Two sets of SPDT (Form C)
15.00 Amps at 125/250VAC
2.50 Amps at 30VDC resistive
Environmental Limitations: -40oF to +140oF (-400C to 60oC)
NEMA 4 and NEMA 6P Enclosure (IP67)
Indoor or Outdoor Use (Not for use in hazardous loca-
tions. )
See Bulletin No. 5400694 PIVS-U-EX for hazardous locations.
Conduit Entrances: Two knockouts for 1/2" conduit provided
Service Use:
Automatic Sprinkler
One or two family dwelling
Residential occupancy up to four stories
National Fire Alarm Code
NFPA-13
NFPA-13D
NFPA-13R
NFPA-72
The Model PCVS is a weather proof and tamper resistant
switch for monitoring the open position of fire sprinkler
control valves of the post indicator, butterfly and other
types. Depending on the model, one or two SPOT (Form
C) contacts are provided which will operate when the
valve position is altered from an open state.
The unit mounts in a 1/2" NPT tapped hole in the post
indicator or butterfly valve housing. The device is en-
gaged by the indicating assembly of the post indicator or
the operating mechanism of the butterfly valve, actuating
switch(es) when the valve is fully open. The unit should
be installed where it is accessible for service.
The cover is held in place by two tamper resistant screws
that require a special tool to remove. The tool is fur-
nished with each device and should be left with the
~ building owner or responsible party. Replacement or
additional cover screws and hex keys are available. See
ordering information on page 6.
OPTIONAL COVER TAMPER SWITCH: A field instal-
lable cover tamper switch is available as an option which
may be used to indicate removal of the cover. See
ordering information on page 6.
TESTING: The pevs and its associated protective
monitoring system should be tested in accordance with
applicable NFPA codes and standards and/or the authori-
ty having jurisdiction (manufacturer recommends quarter-
ly or more frequently).
PRINTED IN USA
PAGE 1 OF 6
MKT. #8820001 - REV L
MFG. #5400980 - 6/98
~------
(p1POlTER
PCVS-1, -2
CONTROL VALVE
SUPERVISORY SWITCH
ITT GRINNELUKENNEDY INDICATING BUTTERFLY VALVE
FIG.S
P
1
VALVE PARTIALLY CLOSED VALVE OPEN
DWG. #980-6
DRESSER INDICATING BUTTERFLY VALVE
FIG. 9
,-.-.,--.-.-.-----.-.,.-.,
i e i e i e i
i [1 i [1 i i
: LJ: Lk : [
l. e I // 0 "". i e)
\ e==:,=,~=~ /
". i i ./
'-.--1. 0 j./
--.---.-
....l""-
....-... "
:~.L_JIll.--:~~
~.__~JIJJ,
-_._._---------~
~
D'WG. ~980-7
OTHER SELECTED INSTALLATIONS
NOTE: THE APPLICATIONS IN FIGURES 10, 11 AND 12 ARE SUBJECT TO THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION.
PBK - PRATT IBV BUTTERFLY VALVE KIT
FIG. 10
8RACKET AND
LOCKNUTS
SUPPLIED
WITH P8K
MOUNTING KIT
MODEL PBK-L MODEL PBK-M MODEL PBK-S
Stock No. 0090132 Stock No. 0090146 Stock No. 0090133
(MDT-4S Actuator) (MDT-3S Actuator) (MDT-2S Actuator)
Pratt Butterfly Valve Kit as used to mount a pevs on a Pratt
ModellBV Valve.
Kits contains: Bracket, nuts and instructions
PVK - PRATT PIVA POST INDICATOR VALVE KIT
(STOCK NO.1 000060)
FIG.11
MACHINE
SCREW #8-32
DWG. #980-9
Pratt Valve Kit as used to mount a pevs on a Pratt Model
PIVA Valve.
Kit contains: Instructions, template, screw and nut.
PAGESOF6
PRINTED IN USA
MKT. #8820001 - REV L
MFG. #5400980 - 6/98
....~.r;" .
~POTTER
DIMENSIONS
1--1
'--------1,11
I COM NO NC I
I I
ADJUSTMENT I \ 2 750
KNOBS I I J.
I I
NOTE:
TO PREVENT
LEAKAGE. APPLY
TEFLON TAPE
SEALANT TO MALE
THREADS ONLY.
4.375
WARNING:
USE OF PIPE JOINT
CEMENT MAY
RESULT IN
OBSTRUCTION OF
THE APERTURE
AND LOSS OF
SIGNAL.
Ll.125
.3.188
DWG. #923-1
2.250
4.750
TYPICAL SPRINKLER APPLICATIONS
WET SYSTEM
WITH EXCESS PRESSURE
WET SYSTEM
WITHOUT EXCESS PRESSURE
PS10A
BYS
PS10A
MODEL PS10A
PRESSURE SWITCH
SWITCH TERMINAL CONNECTIONS
CLAMPING PLATE TERMINAL
~ ~\"""
~",,/'
/'
,,,,,,,
0",,,0
DWG. #923-3
CAUTION:
An uninsulated section of a single conductor
should not be looped around the terminal and
serve as two separate connections. The wire
must be severed, thereby providing supervision of
the connection in the event that the wire becomes
dislodged from under the terminal.
DRY SYSTEM
PSI0A
ALARM PRESSURE
SWITCH
WATER
MOTOR
GONG
DRY
SYSTEM
ALARM
CHECK
VALVE
WET
SYSTEM
ALARM
CHECK
VALVE
WET
SYSTEM
AlAR"
CHECK
VALVE
OWG. #923-2
CAUTION: Closing of any shutoff valves between the alarm check valve and the PS10A will render the PS10A inoperative. To comply with
NFPA-72 any such valve shall be electrically supervised with a supervisory switch such as Potter Model BVS.
TYPICAL ELECTRICAL CONNECTIONS
PRESSURE SWITCH
TERMINATION
LOCAL CIRCUIT
TRANSFORMER OR BATTERY POWER
N.C.
--t~~~~~~'NG
STYLE D (CLASS A) SUPERVISED LOOP
STYLE B (CLASS B) SUPERVISED CIRCUIT
~
k,,,~AN.O. .,r-~^N.O,
~"-----.!:!&:.."-
TO ~c
CONTROL COM. .. END-OF -liNE RESISTOR
UNIT N,Q.
OWG. 892J-15
ORDERING INFORMATION
Model Description
PS10-1A Pressure switch with one set SPDT contacts
PS10-2A Pressure switch with two sets SPDT contacts
Hex Key
Cover Tamper Switch Kit
BVS 1/2" Ball Valve with tamper switch
Stock No.
1340101
1340102
5250062
0090134
1010150
INCREASINGfn
SYSTEM
PRESSURE
TYPICAL .... r \
WATERFLOW
INSTAlLATIONY
+ c:B +
COM. N.O. N.C.
SWITCH MARKINGS
LOWT~~~~~URE ;i1
SUPERVISION
DECREASING
PR~;i~~~ + + +
COM. N.O. N.C.
DWG. #982-4 SWITCH MARKINGS
CONTACT POSITION
SHOWN WITH DEVICE
IN PRESSURIZED
CONDITION
ENGINEER/ARCHITECT SPECIFICATIONS
Pressure type vtaterflow switches shall be a Model PS10A as manufactured by Potter Electric Signal Co. of St. Louis, Mo. and
shall be installed on the sprinkler systems as shown on the drawings and/or specified herein.
Switches shall be provided with a 1/2" NPT male pressure connection to be connected into the alarm check valve of a "wet"
sprinkler system or into the intermediate chamber of a "dry" pipe system and shall be actuated by any flow of water to or in excess
of the discharge from one sprinkler head.
Switches shall have a maximum service pressure rating of 250 PSI and shall be factory adjusted to operate on pressure increase
at 6:!:1 PSI. There shall be one (1) or two (2) SPDT contacts rated at 15.0 Amps at 125/250VAC and 2.5 Amps at 30VDC.
The switch housing shall be weather proof and oil resistant. The cover shall incorporate tamper resistant screws.
The unit shall be UL and CSFM Listed, FM and LPC Approved, and NYMEA Accepted.
PRINTED IN USA
MKT. #8810001 - REV N
MFG. #5400923 - 12197
PAGE 2 OF 2
,
Riser Manifold
· Commercial · NFPA 13 Systems
· Floor Control · High Rises
· Residential · NFPA 13D/13R Systems
Manufactured by: Central Sprinkler Company
451 North Cannon Avenue, Lansdale, Pennsylvania 19446
.;, Product
L~ Description
The Central Riser Manifold provides
all of the accessory equipment for a
riser in a single assembly. The
. availability of the Riser Manifold in
different configurations allows cost-
effective riser installation in commer-
cial (NFPA 13) systems, high rises
requiring floor control assemblies, and
residential systems (NFPA 13R/13D).
.-"-
The threaded ends of the 1" and 1 W'
bodies and the grooved ends of the 2"
through 6" bodies allow for an easy
transition to either check or control
valves.
The exclusive and dedicated flow
switch designed for the manifolds has
been tested and Listed for use in this
specific configuration by Underwriters
Laboratories.
The Manifold bodies are painted fire
protection red. Lettering clearly
identifies flow direction as well as the
test and drain outlet, thus providing
the required sign.
The Model F202 inspectors' test valve
and the Model F101 trim valve are
both U.L. Listed and make the best
use of special thread combinations,
eliminating the use of pipe nipples and
the resulting potential for leakage.
Installation is simplified with one
convenient take-out for the threaded
versions as well as one take-out for all
grooved sizes, 2" through 6".
The Riser M*if()Id is approved for
installation ir"~_ the horizontal or
the vertical position.
The optional relief valve assembly is
available for the required locations
such as NFPA 13 Section 3-1.2 which
requires relief valves on gridded
systems.
Riser Manifolds for use in Canada only
are provided with a Waterflow Switch
that has a Tamper Switch mounted
inside for cover removal detection.
n TeC.hnical
Data
io~.
Models: 13 (commercial)
13D (residential) or
13D/13R (residential)
Styles: Threaded or Grooved
Sizes: 1 ", 1 1;2", 2", 21;2", 3", 4" & 6"
Approvals: U.L., U.L.C., FM.
*M.E.A. (142-94-E)
* 1" Version is Not MEA Approved.
Maximum Working Pressure: 175 psi
Pressure tested at: 200 psi
Standard Finish: Fire Protection Red
with White Lettering
I.P.S. Cut Groove Specs.: AWWA C-606
Take-out Dimensions: See Figures
Shipping Weight: See Figures
Mfgr. Source: Domestic
Optional Accessories: Pressure
Relief Valve Kit, see page 5
No. 28-1.0
~ Installation
The Riser Manifold is approved for
installation in either the horizontal or
the vertical position.
Installation Seauence
Step 1. Install the manifold body with
the flow arrow pointing in the
downstream position using threaded
connections and/or Listed mechanical
grooved couplings.
Step 2. Connect the drain line.
Ensure the Trim Valve is in the closed
position and where appropriate, the
Inspectors' Test Valve is in the "drain"
position.
Step 3. Place the system in service
and secure all supply valves open.
NOTE: When installing threaded
bodies, use a non-hardening pipe
joint compound.
ITTTI Care &
L..I Maintenance
The Riser Manifold and accessories
should be inspected as outlined in
NFPA 25 to ensure reliable and
trouble-free operation. The owner is
responsible for the proper operating
condition of all fire protection devices
and accessories. The NFPA
Standard 25 entitled, "Inspection,
Testing and Maintenance of Water-
Based Fire Protection Systems",
contains guidelines and minimum
maintenance requirements.
Furthermore, the Authority Having
Jurisdiction may have additional
regulations and requirements for
maintenance, testing, and inspection
that must be obeyed.
@1997 Central Sprinkler Company
Printed in U.S.A.
.. Ordering
I:t:iIlnformation
When placing an order, indicate the
full product name. Please specify the
quantity, model, style, and size.
Mechanical-grooved couplings
must be ordered separately.
Size Part
Model Number
1" 13D, F x F (UL,FM) 4067
1" 13D, F x F (ULC) 4085
1%" 13, M x F (UL,FM) 4055
1%" 13, M x F (ULC) 4086
1%" 13, M x M (UL,FM) 4056
1%" 13, M x M (ULC) 4087
1%" 13D/13R M x F (UL,FM) 4057
1%" 13D/13R M x F (ULC) 4088
1%" 13D/13R, M x M (UL,FM) 4058
1%" 13D/13R, M x M (ULC) 4089
2" 13D/13R, G x G (UL,FM) 4059
2" 13D/13R, G x G (ULC) 4093
2" 13, G x G (UL,FM) 4060
2" 13, G x G (ULC) 4090
2" 13D/13R, M x G (UL,FM) 4064
2" 13D/13R, M x G (ULC) 4094
2%" 13, G x G (UL,FM) 4061
2%" 13, G x G (ULC) 4091
3" 13, G x G (UL,FM) 4062
3" 13, G x G (ULC) 4092
4" 13, G x G (UL,FM) 4065
4" 13, G x G (ULC) 4095
6" 13, G x G (UL,FM) 4066
6" 13, G x G (ULC) 4096
For pressure relief accessory kit use
part number 4063.
[ENTRAL
Central Sprinkler Company
451 North Cannon Avenue, Lansdale, PA 19446
PHONE (215) 362-0700
FAX (215) 362-5385
Availability and Service: Central
sprinklers, valves, accessories, and
other products are available through-
out the U.S., and Canada, and
internationally, through a network of
Central Sprinkler sales and distribu-
tion centers. You may write directly
to Central Sprinkler Company, or call
(215) 362-0700 for the distributor
nearest you.
Guarantee: Central Sprinkler
Company will repair and/or replace
any products found to be defective in
material or workmanship within a
period of one year from the date of
shipment. Please refer to the current
price list for further details of the
warranty.
Patents: Patents are pending.
Conversion table:
1 inch = 25.4mm
1 foot = 0.3040M
1 pound = 0.4536kg
1 foot pound = 1.356Nm
1 p.s.i. = 6.895Kpa
= 0.0689bar
= 0.0703kg/cm2
1 U.S. gallon = 3.785 dm3
= 3.785 liters
Conversions are approximate.
13& 13D/R.8RK
Figure 6
Optional Pressure Relief Valve
Grooved Commercial Trim - Model 13
~G ~
Optional Pressure Relief Valve Accessory Kit
(Order Part #4063)
Normally
in Drain
Position ~
Detail No. Part
No. Description Req'd Number
1 900 Compression Fitting 2 198-068-02
2 W' Watts Pressure Relief Valve 1 198-066-00
Model FP53L (U.L., F.M.)
3 11" Reinforced W' Tubing 1 198-143-00
4 1 x W' Reducing Bushing 1 611-800-49
Above kit can be installed on all sizes of grooved bodies.
Valve is factory set at 175 psi (non-adjustable).
r
Normally
Closed
Note: If optional pressure relief is desired for Figures 2 and
3, outlet on riser must be provided.
Figure 7
Potter Waterflow Switch Terminal Connections
SWITCH TERMINAL CONNECTIONS
CLAMPING PLATE TERMINAL
"-~ ~~
~~'
<P~
as'
Caution: An uninsulated section of a single conductor is not permitted to be looped
around the terminal and serves as two separate connections. The wire
must be severed to serve as two separate connections, thereby providing
supervision of the connection in the event that the wire becomes
dislodged from the terminal.
Figure 8
Potter Waterflow Switch Typical Electrical Connections
LOCAL BELL
TRANSFORMER OR
BATTERY POWERED
OPEN ON ALARM / CLOSE ON
~ ALARM
SIGNALING DEVICE
END OF
LINE
RESISTOR
SUPERVISED LOOP
(SEE NOTE)
TYPICAL SWITCH ACTION FROM OPEN ON CLOSE ON TO ADD'L
OPEN ON \.L"_......... CLOSE ON CONTROL ALARM ALARM g~V~~~~RN
ALARM r -. ALARM PANEL ~ TO CONTROL
Note: For supervised circuits, see "Switch Terminal Connections" and caution note (above). The Model VSR-SF has two switches, one can be
used to operate a central station, proprietary or remove signalling unit, while the other contact is used to operate a local audible or visual
annunciator.
Testing: The frequency of testing for the Model VSR-SF and its associated protective monitoring system should be in accordance with applicable
NFPA Standards and/or the Authority Having Jurisdiction, but under no circumstances less than bimonthly.
Figure 9
Potter Tamper Switch Typical Electrical Connection
CONTACTS: S.P.D.T. (Form C)
N.C. /:<0 COM.
N.O. ..
CONTACTS SHOWN WITH
COVER IN PLACE.
CONTACT RATING: 5A@125V AC
2.5A @ 30V DC
INSTALLATION FOR MODELS VSR-F, VSR-CF, AND VSF-SF
Remove the one retard assembly mounting screw. Place the switch assembly over the
retard assembly mounting tab. Replace the screw.
5
- - "-.- -. .- . ..--
..:~~~.:<-~..t~':_-':~~:~,~-::;~~~~~~"~~~;:'~~~~J~~,~.~~~~i~ ...
. 7.::'" . -..- -::;~2~;;~:~STAILATlON & 9~ERATlNG.INSTRUcnONS
-'C~~~~~~(lr~"",~' ". II . '~1'!i ..
:-- .:.~_. ,"~".~~~~~...-~~~...., ~ !~..~~
..-.--- - -
UNPACKlNG~:INSTRUCTlONS. ;;~~. , WIRING ...;,
-'_U.'-$E.::';':>':;\.t",. _''f.!If'r.;:t!\M - :iii'fi;,j1 ,.....,....!aftlt.,...,.~'a. ~'f.3tt,~I(. ~~'.\~"
. ..-.t.;;;;'~'"..~--t9r.\\;.... ,.:.7" :. 1''1'' W',I~ "'~~:'fl.....,n"t1-"ft.t.,~..., ~ l ,"",uti" j.''V'' ~ .,.t
-. .. ..~. ...
Your compressOr was-inSf)8Cted at"e ,factDry and .. Have a comJMH,ent elecbicianwire the compressor to
packaged 10 pral8ct againsfshlpping darnge. When '''.:6;, ~ensure ;~ :!the ~supply1C'ine'$r:haS~ Athe same
you unpack )'Our unit inspect for damage or missing characteristics (\'oItage; freqUency and phasing) as the
parts. Claims should be settled directly with the motor. The line wire must be of adequate size (see
transportatio"n company. table) and no ather equipment'shoUldbe"connecte<:t to
the same line. . .
-----:~.. .! :"'~~-~-::,. '.
. .... ."~' ... .........--...,.. ...,.... .-,....., - ".... .
INSTALLATION. I .,1", ~(i~ bn~~&fi'! ~~i{~4-:":~t:',:'~~~u~,c~K'i!"n ,~...
~: ..:~'. '':'i~ ;'-.< - , ~ :>.~' .~~n~. f)1T"~~;i.WlRE'SIZE ~HN),!,;qi~,19",.'i> .
. 'i : I ......uao t;Mt(,,"' ~ :>'" ~"""''''''''1t' ~~, .. '" ,".....~ ~::l,;rwe. eil11
The compressor m~ be placed In a clean and well ; ~~)" ,".' .." . . ~i""'t- ;' '..'",. ~~---
ventilated room. Compressor should be located at least ;<'''~''''~ I ~Nil: 3 PHASE
12 to 18 inches..y from a wall or other obstruction ~} :}li;~" ~ 575
that would interfere with the flow of air through the fan
::=on~~~f:~~~belnthe '~~-VJ ,'~:~: +q:
"......'_..1\.., ..~ 14 .14
",.m"l '.'''.,;11
~12'" -.,
.$>12. 'i~:~:
. 'N..Jt. .;:,10,; ,,:~2 12
. .~~.~ : ~:-'"=-~ ~:\- .. ~.~~ ~.,;,;'+~i~ ,'~-:12 . ,14 14
Place ~pressor on a fin!t...1eveI floor: Permament:,"!!..t~~~ '-,~_ ;'~2 < ::14 14
lrnsta!!ations should be bolted to the floor. Bolting holes ' f;ji)~ !,,~ .,. '--.' ~-~=
. ..- are provided In the base or tank feet. Shim compressor '.l ~ .SJ.JI/.k:; '1-"rw;z ",,~"i:!"~.'! ..:",' ... ~,.;.;.;d ~~~
. level ~re bolting down to the floor. Co not twist base Single phase" Uiiifs.... have~ 1~maie-therm~ 'overload
by pulling a comer down to the floor. pratection..and..can be COI'!n~.!p..~..t!'t~,pressure
..... ._.:-:=--==' .... - -- - switch directly connects and disconnects the motor as
PIPING long as the HP rating of the pressure sWitch is not
~ed. Three phase units do . not . have intemal
All piping should slope to an accessible drain point overloads and must have a motor Starter'in the circuit
Bury undergound pipes below the frost line and avoid See page two fer suggested wiring diagrams:
:Ske~:i~:ia"::~ c: =:~I~~p:;:=~ k,bj ~t -))I~n ;;" ~ciiti=~pg ~otors bs
and check fer leaks before underground lines are Controlled by internal reconnedlon of the 'motor leads
covered. ,'f - .~; '~' as sh~ ;on the motor na~~!tJ~ree phase
.', ':, motors are reversed by interc.ha.ngir:-g ~y ~< incoming
supply wires. J,:' :;; ~iW i'10r-Y.ti'~1J
'"'f':c';r. fto'
The compressor should be 'as near as possible to air j~f191
outlets to 8'JOid long pipe lines. Do not place the .. ",:W!f
compressor where heat is excessMt, such as near a
boiler.
-
. ".l , ,.. 'i'!I"-", :. . ,~
HP, UNE , , 1 PHASE"'
'I ,'-'" J ..
. 115 230
.r ;.... .....~.....
1/3 100' 14 14
1/2 100' 14 14
..314 100' :.12 ~14 .
..i, .,~:. : 41 ; _". ~':.""V~lft.
(1\ . 100' ~'10 '~i ..
. j .;., .,.~j2 !,
1-1/2 100' 10 "'12
2 100' 10 10
..,3.:J. . 100'., -~8 '~'::,10 ;;
':ilCS'I: ').~ :
..100' _ ' ,..2 ..~.,8
.' .'f :w~ .- "
-
14
14
14
PIPE SIZES FOR AIR UNES
.~ " .-
r"".., "u;
=== ::::::---- ~ ----------
----------
VOL LENGTH iN FEET
CFM --
,25 50 .75 .. '100 150 200 250 300
5 1/2 1/2 1/2 1/2 - .J/2 1/2 . 1/2 1/2
,10 ~ 1/2 1/2 1/2 1/2 -1/2 '1/2 ' 1/2
-- 1/2
."- ..~..... ....-
20 1/2 1/2 in 1/2 1/2 1/2 314 314
- ....
30 .. 1/2 1/2 1/2 314 314 314 314 314
50 314 314 314 314 314 314 3/4 314
75 314 314 314 1 1 1 1 1
---- -----------------------------------
,. LUBRICATION -.
;;''d.-. ~._;, ,'1t:o~j:~_-
.:>:I,j: ">-. '.;-9bU.o ii.i':Q;n
The compressor is shipped without oil.
Y']i.F~'C',
ADD OIL BEFORE OPERATION
.Qt1H ~i1ttri.>clyd' .f.AR'~her_j:fki !KIi~'*~:' .
The recommended oil is SAE 20 .non detergent,
t Z,', Y,however, 'a sood' erade of automotive'engine oil can be
safely used. The single cylinder pumps take 8 ozs. The
'. . two cylinder pumps with a dipstick should be filled until
11tffP:the oil reaches thetiotch on the end of the dipstick
.f. ~'io.eq~(apprax 22 azs). larger two cylinder pumps have an oil
:)w1fU.O$'J 1....1 window; fill to the midpoint of the window (approx
1.1/2 qts).
...'..~
LCIS3397
,~:t:~~~~~~ A~.R PRJ...DUC.".
*~'., ========== -.. .., ..
,. Quality and Service Since 1936
Note: This unit is specially designed for the sprinkler industry and you should
be familiar with i~ operation prior to running it.
,:...~ ~,'
~-, -~~,'. -~
''';. \
Oilless units do not require'any oil to operate.
\ '
Lubricated units - ensure the oil level is correct, units are. generally
shipped without oil.' ...' , .
Wiring connections in the motor must be checked to ensure that the motor
is connected for the voltage you are going to' ~perate it at. A connection .
diagram is suPPlied 'by the motor manufacturer and is generally located on the
nameplate or wiring housing. If wire marking or terminals dO'not match the
diagram, DO NOT CONNECT TIlE MOTOR - 'CALL 1-800-345-8207.
'"... ,.:... 1', ri....~ '.f.~;.....,..; ..:,t: ~J p f.!' ~," .~~1\, '"
.,..,.", :.,,' ; .t.' "'.:' .........:~...,:"... ;...,;w'" -;.....1.a-''''.'.~..',.. "
Before connecting this unit to an electridL SiliPIy erisiiie"tha.t the ,wire siZes
are capable ofharidIing the Safety Factor Curientswithotit~xcessive voltage
drops. Volt drop can only be checked when the unit is running. Too small
wire size for the len2tb of run from tbe.suoolv will cause the unit to operate
incorrectly. .
..."..,.
If there are any questions in regard to this wire sizing, please call. the 800
number listed below.
Warranty can be voided if modifications or adjustments are made without
consultation and approval from factory personnel.
.11
, \ C 1-800-345-8207 Ask for customer' service.
Thank you for buying our products we appreciate your business. .
QC1m
GENERAL BLOWER COMPANY, INC.
MANUFACTURERS. ENGINEERS. DISTRIBUTORS
004 Jdfers Circle, Exton, PA 19341. p,(. .lox 1387, W~st Chester, PA 1 ~3H()-()()2H
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Dry Pipe Valve
'-
Flange x Groove - AG
Flange x Flange - AF
Manufactured by: Central Sprinkler Company
451 North Cannon Avenue, Lansdale, Pennsylvania 19446
Ii ~ Product
t JII Description
The Central Dry Pipe Valve is a dry
pipe sprinkler system water-supply
control valve that makes possible the
installation of sprinkler systems in
buildings subject to freezing
temperatures. It is designed so that
air pressure in the piping system will
hold back water pressure at the valve
( until such time as a sprinkler is
~ activated. Upon such activation the
air pressure in the system will be
decreased sufficiently to cause
automatic operation of the valve and
admission of water into the system.
It is a 5: 1 differential type valve
having a clapper air seat of large
diameter relative to the water seat.
The two concentric seats are
separated by an intermediate
chamber normally maintained at
atmospheric pressure.
The Dry Pipe Valve Trim package
includes the necessary valves,
gauges, fittings and nipples to provide
an air supply connection, priming
water connection, drain connections,
alarm connection, accelerator
connections andalarm test bypass.
(Note: Accelerator trim sold
separately).TMDry Pipe Valves are
Listed/ApprQyet:lwith Central's Trim.
Any substitutions or omissions may
void such Listings and Approvals,
C. ... Wsit~ouktl prior approval from Central
. pnn er.
Central's Air Maintenance Device
for owner's air supply or automatic air
compressor supply may be easily
connected to the Dry Pipe Valve
Trim.
r-
Central's Accelerator (quick-
opening device) may also be easily
connected to the Dry Pipe Valve
Trim. It is an NFPA 13 required
addition to the valve and trim when
the capacity of the dry pipe sprinkler
system exceeds 500 gallons.
The Dry Pipe Valves are available
in two styles, flange-by-flange Model
AF and flange-by-groove Model AG.
Each Valve style is available in the
4 inch and 6 inch size.
The Valves are Approved by
Factory Mutual and Listed by Under-
writer's Laboratories and Underwrit-
ers' Laboratories of Canada for use in
fire sprinkler systems with a maxi-
mum working pressure of 175 psi.
~ Technical
illllIIIJ Data
Model: AForAG
Style: Flange-x-Flange (AF)
Flange-x-Groove (AG)
Size: 4" and 6"
Approvals: U.L., F.M., U.L.C.
Maximum Working Pressure: 175 psi
Factory Hydro Test: 100% at 350 psi
(with clapper open)
Standard Finish: Blue enamel
Flange Specifications:
AF Inlet - Class 125ANSI B16.1
AG Inlet- Class 125ANSI B16.1
AF Outlet - Class 125 ANSI B 16.1
. Groove Specifications:
AGOutlet-Std. AWWAC-606
Piping Take-Out:
AF-4" size = 151/4", 6"size= 181/2"
AG-4" size = 161/4",6" size=20"
Required Accessories:
Standard Trim (as shown)
Optional Accessories:
Air Maintenance Device
Air Compressor
Accelerator & Trim
Pressure Alarm Switch
Water Motor Alarm
Low Air Pressure Switch
Mfgr. Source: Domestic
Weight: Valve - 140 lb. (4" size)
235 lb. (6" size)
Trim - 45 lb. ________;'
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wet systems during the warm weather
season because this will cause
increased corrosion and
accumulation of foreign matter in the
piping. Maximum allowable air
pressure leakage is 1.5 psi per 24
hours. If this maximum is exceeded,
the leaks should be repaired.
Priming Water Level
(Refer to Figure 5) Loss' of priming
water, either through evaporation into
the system or by seepage past the air
seat ring, could result in operation of
the Dry Pipe Valve. Conversely,
accumulation of additional water from
condensation in the system could
raise the priming water level up into
the riser and slow the operation of the
valve. Such water columning above
the clapper may result in valve
malfunctioning and possible freezing
of water in the riser. The Condensate
Drain Valve (#27) is utilized to check
the priming water level (see Setting
Procedure, steps 10 through 12).
The priming water level should be
checked at least quarterly.
Periodic Testing
A Main Drain Test and Alarm Test
should be performed on a quarterly
basis. A Trip Test should be
performed on an annual basis.
When the system is placed back in
service after any maintenance, notify
all Authorities Having Jurisdiction,
and the personnel who were affected
during system shutdown.
Guarantee: Central Sprinkler
Company will repair and/or replace
any products found to be defective in
material or workmanship within a
period of one year from the date of
shipment. Please refer to the current
price list for further details of the
warranty.
@ 1992 Central Sprinkler Company
Printed in U.S.A.
~
I
.. Ordering
I::t11lnformation
When placing an order, indicate the
full product name. Please specify the
quantity, model, style and size.
The Dry Pipe Valves do not include
trim, accelerator, air maintenance
device, pressure switch or water
motor alarm. Each must be ordered
separately.
The Dry Pipe Valves do not include
flange nuts, bolts, and gaskets or
mechanical grooved couplings.
These items must be ordered sepa-
rately.
-'
Availability and Service: Central
sprinklers, valves, accessories, and
other products are available through-
out the U.S., Canada, and interna-
tionally, through a network of Central
Sprinkler sales and distribution
centers. You may write directly to
Central Sprinkler Company or call
215-362-0700 for the center nearest
you.
Patents: Patents are pending.
.~
Conversion table:
1 inch = 25.4 mm
1 foot = 0.3040 M
1 pound = 0.4536 kg
1 foot pound = 1.36 Nm
1 p.s.i. = 6.895 Kpa
= 0.0689 bar
= 0.0703 kg/cm2
1 U.S. gallon = 3.785 dm3
= 3.785 liters
Conversions are approximate.
~
CENTRAL
'\
I
~
Central Sprinkler Company
451 N. Cannon Avenue, Lansdale, PA 19446
Phone (215)362-0700
FAX (215) 362-5385
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