HomeMy WebLinkAboutBldg Permit 01-1342
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- ADDRESS
CITY OF PRIOR LAKE BUILDING PERMIT,
TEMPORARY CERTIFICATE OF ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
!9L,EJ, wi
01- O(pz8
L White File
2. Pink City
3 . Yellow Applicant
110510 fRlW6)J'LLtTY
C,ViZ-+-
LEGAL DESCRL.t'nON (office use only)
LOT "Z.BLOCK (ADDITION CM.QKSI()E
OWNER
(Name)
"'5~rUe-L
(Address)
~-h+-k5
PID 25':57"- O-()Z.-O
I'pJN~el
(Phone)
~~;~)~ FiR~ f'10~~
(Contact Name) ".... ~ 0 \>~ ~ (/L
(Address) olU._~ I - "J'"""o.- /
o,,? ~ ,:/.L\ ~ UA..v
Date Rec' d
PUD
(Phone) I:, 5/- 7SiI-o tj 17
(Phone)('UI- folZ- 'if" ~ -z:z. 7-u
5'~o/'-r
~1C6
fJ'J1./ -
TYPE OF WORK
~ Construction
ORe-Roofing
o Deck
OPorch
ORe-Siding
o Misc.
OLower Level Finish
o Fireplace DAddition OAlteration OUtility Connection
PROJECf COST /V ALUE (excluding land) S .1 57, ""' 5 \ , 0 D
I hereby certify that I have furnished 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 official can revoke this permit for just cause. Furthermore, I hereby agree that the city official or a designee may
:teruP~";J~n;2 C-o,tf II-l~-C \
D Signature Contractor's License No. Date
I Permit Valuation
I Permit Fee
I Plan Check Fee
I State Surcharge
I Penalty
I Plumbing Permit Fee
I Mechanical Permit Fee
Sewer & Water Permit Fee
Gas Fireplace Permit Fee
$
$
$
$
$
$
$
$
S,?oa:J.~
(~q2.1S-
4m.~
2A .SO
Park Support Fee
SAC
#
#
Water Meter Size 5/8"; I";
Pressure Reducer
Sewer/Water Connection Fee #
Water Tower Fee #
I Builder's Depo~ _
I Other ~
I TOTAL DUE 0\lLfJ> ~ 1- 2.8 - 0 J
I Paid //7/.54-
I Date JZ - 3 -0-1
$
$
$
$
$
$
$
$
$ /, /'71.54-
,
This Application Becomes Your Building Permit When Approved
C22.~
11..2/-()/
Date
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 requested. This document
when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be
issued.
Planning Director
Date Special Conditions, if any
24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245
Th. e.nler of th. t.k. Country
White - Building
Canary - Engineering
Pink - Planning
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT ltJ,lj ~ --::;-~ p/Uf1..j;d~
- - '" -
APPLICATION RECEIVED I/-~ -())
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
r-
((,SI D .--.J, O{l /
Accepted Accepted With Corrections .~
Denied () 1 A
Reviewed : JI V~ f-'..-
- 'tI
Date: 11- 2?-o(
Comments:
Fioe..\8... v~\ ~ '^~ loco&-COV'--
"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."
15-66
INSTALLATION OF SPRINKLER SYSTEMS
CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING
PROCEDURE
lJIlOIl ., . Ion '" _II. iNpecIloft _._ _ be _ ~ tile .. ".. --"'-1Ild _.... ~ M .
.,.- ....Ill..... bel-. ., " ., peIIOIlNlliMNl' ........ Jab.
A ClIflIIIcaI. .".. be m.cl OUIMd.1aned ~ baCh __'-. CclpiIa .llaIbe prepwed lor _OWlO ~J -. Md ., " ., . I., l ,,,,,.'''' _. _
-..... olgnatIn 1ll1lO'" ~ MY dUn....t ., " ." lor tauIr ......101. _ ' , , '""ill. Of _10 ~ _ ,., I -1If' NqU Of
---.
PROPERlY NAME
'.-..... All__ _ be ., .. IIld
CR~~'5"\ oe ~.s.J..+k s
PROPERlYAOORESS IltzSJo ~OU'l..l".+,,( Ca.v~+
ACCEPTED BY APPROVING AUTWORITIES (NAMES) /" i r rL
L .""'1"'t. CJ"t ~\ a iZ..
AOORESS
PLANS
INSTALLATION CONFORMS TO ACCEPTED PLANS
EOUIPMENT USED IS APPROVED
IF NO. EXPLAIN DEVIATIONS
HAS PER80N IN CHARGE OF FIRE EOUIPMENT BEEN INSTRUCTED AS TO LOCATION
OF CONTROl. VAl. VES ANO CARE ANO MAINTENANCE OF THIS NEW EOUIPMENT?
IF NO. EXPLAIN
INSTRUCTIONS
HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES:
1. SYSTEM COlolPONENTS INSTRUCTIONS
2. CARE AND MAINTENANCE INSTRUCTIONS
3. NFPA 1:lA
LOCA 110N
OF SYSTEM
SUPPLIES BUILDINGS
SPRINKLERS
YEAR OF
MODEL MANUFACTURE
~~Q2 '7 oc) \
~\l-O {L "ZoeJ \
eVK ,00 i
5110 fSI1 (. 'Z-'> J ,
RV ~,
c..PV ( .. ~
C DVc:. 4" D .:l:
MAKE
c.~~ \.
-,e~~\..
-'E..L \ "T1Z.oA '-
C~~ \'E.A l--
CE",~ '-
PIPE AND
FITTINGS
T)'Ileol Pipe
Type 01 Flningl
ALARM
VALVE
OR FLOW
INDICA TOR
ALARM DEVICE
MAKE
MODEL
lYPE
Vftcto.JE
Pc::.~
V'S~-F
ORFICE
SIZE
'z.
11...
''"L
1'L
'1-
100TE ~-Od...
L. M'-E
OUANTITY
1'41
jO,\
~'i9
~'6
,I
~ES 0 NO
~ES 0 NO
c..YES 0 NO
~~~ ~~
~ES 0 NO
~ES 0 No
TEMPERATURE
RATING
ZtrI 0
1'5>-
,~>
ItSS
I'!iS'"
MAKIMUU TIME TO OPERA TE .
THROUGH TEST CONNECTION
MIN. SEC.
(;)
"'-Ii')
DRV VAl. VE 0.0.0.
MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO.
CL;.rrI(l-AL A6- Utv-r-R.A L 13
TIME TO TRIP TIME WATER ALAIIlol
THRU TEST WATER AIR TRIP POINT REACHED OPERATED
DRY PIPE CONNECTION' PRESSURE PRESSURE AIR PRESSURE TEST OUTLET' PROPERLY
OPERA TINa MIN. SEC. PSI PSI PSI MIN. SEC. YES NO
TEST
Wlhout
0.0/..
WIth '3~ ~d-
0.0.0. t) /0 g-'S b )C
IF NO. EXPLAIN
. MEASURED FRQLt TIME "'SPECTOR'S TEST CONNECTION IS OPENED.
I5A (10.11) PRINTED IN U.S.A.
Figure 8.1 (a).
1991 Edition
(OVER)
NAME OF I~TMC~.r..c;.
SIGNATURES' ~jtw:;;t' OWN:tOI
<~~O.~,~l
ACOITIONAl. EXPlANATION AND NOYEI
~.
TIlT
DElCIIP110N
TEITI
l'LANK TUnNG
r GAIKlTI
.
~ '
WELDING
CUTOUTI
(DlICI)
HYDflAUUC
DATA
NAMEIlU TE
REMARKI
SYSTEM ACCEPTANCE
15-67
OPERATION
a PNEUMATIC a ELECTRIC a HVOAAIJUC
..- _RVIIEi) 0 YEI 0 NO t DETECTINQMiDIA IUI'ERYlIED
~ Ikll" U'l'r~". rlUlil ,,,' L..~ '"'" Nll.lvli ....~TC bONfli6CffAf5ll
.. '"".... AN NoN....1&k ~ACII.II Y IN kACH c.;1~" IoUH '"111NC1 .. NU. llllU'1.AlN
o YEI
o Ws
ONO
aNo
OYII ONO
. UUlIII lIAc.iH CI~" Ul"'IIIHA '" UUlII lIAc.iH CIHc.;U1I MAlI"UU ..... I Q
MAKI MOOEL IUI'IRVIlION LOll ALARM Cll'lRATE VAl.VI RELlASE OPERATE RELEAII
... _ TIll I NU Y"I I NU MIN.. I ...c.;.
\ ~. -..... be.....nac.... _a..n" beta) tor .......... or 10..1 (U ...1..... '.1111'__ Ift_
I tor.... ........ ~1Il ". '. "........... ,1MiIl be 11II_ tluflnt ... 1011'- MINge. AlI-..,....... ......
.....
.'
/:tILl..TIrl' I""" 40.. (1,7"'1."""" __urednlpwlllall'llIInac ...I.IIZDIi (0.1 "'1 1ft :N........ T..INW_
.iiiiiiiII____._U..__.....Df_ur._~'IId""_I.fl2ll11 fO.l...IIft24........
Al.L'PtIOHVDROITATICALLVTESTEDATle.!- '" FOR ~ HAl. IF NO. ITATE REASON
D,r"",tIO 'NEUMATICAl.L v TEITED ... VII 0 NO
EQU.MINT OPERA TEl 'ROI'ERL V "if VEl a NO
I.tAJ .VIij'\.4""III~I'" ,,... '..hlltA....."1 WIItW'I'~IVI'1 I","~ /t44JtJI.IWce ~uW,,~Ao.'V. CH~MICAL., .wIUM aILICA'.OR
OERIVATlVII OF IOOIUU llUCATE. IRINE. OR OTHER COIlROlIVl CHlMICAl.I WIRE NOT USED FOR TEITING IVlTEMI OR
.' ING LEAKS? ~EI 0 NO
DRAIN J READING OF OAOE LOCA TED N~I\!iATER I RESIDUAL PRESSURE WITH VAl.VlIN TEST
TIlT IlJPlIL V TEIT CONNECTION: ..lIlJ PSI CONNECTION OPEN WIDE ..L;;J PSI
UNOEIlOIlOUND MAlHI AND LEAD IN coNNECTIONS TO SYSTEM RISERS FLUSHED IiFORE CONNECTION MADE TO SPRINKLER PIPING.
VERIFIED IV COI'V OF THE U FORM NO. III ~ VEl a NO OTHER EXPLAIN
FLUIHED IV INITAU.ER OF UNDER.
OROUNO "RINKLER I'tPING ~EI 0 NO
~ _Itll U.~D LOCATION' J I NUII.ER RELlOVED
. WELDED P!PINQ ~, YEI a NO
IF VEl.. ;
DO VOU CERTIFY AI THE SPRINKLER CONTRACTOR THAT WELDING .' '.w wCw.;JREI COMPL V
WI1M.M 1IEOUlllEI,IEIIIUlHT -"-~T AWl Dl0." LEVEL AR-3
DO VOU CERTIl'V THAT THE WELDING WAS 'ERFORMED IV WELDERS DUALIFIED IN
COMIII.IANCE WITH THE REQUIREMENT. OF AT LEAlT AWl Dl0.'. LEVEL AR4
DO VOU CERTIFY THAT WILDING WAI CARRIID~T IN COMPLIANCE WITH A
MiNTiD OUALITV CONTROL PROCEDURI INSURE THAT Al.L DIICI ARI
THAT 01 NINGlIN "'ING ARE 1M TH THAT /1M l OTHI R
~IOUEo:IE REMOVED, AND THAT T IN'tERNAl.~E~AI ~
, ARI NOT "NETRATED
I DO VOUClRTIl'V THAT YOU HAIlE A CONTROL FEATURE TO ENSURE THAT Al.L
CUTOUTlIOISCI) ARE RETRIEVED?
NAME I'LATE 'ROVIOED IIF NO. EXPLAIN
JC:l. VEl a NO
I DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN:
5-;)~-0;1
~EI ONO
~EI ONO
~ES aNO
~S ONO
~~"=G~W
TEITI W1TN1I1ED IV
--
.1 :..hv<.
ITmt,~ ~
TI'TI.!.- "
I r.::f:~.c#C...
,DA\. l1IJt.
D.TE
I S'd--?--C~
I5A lACK
F1cure 8.1 (a) (coal.).
;.... ,,<,k_Cf~j ,>u~L:lI:;'
1991 Edition
.l!li'_~
~,iilil~k
'_.jD':I~'\!1fIl--
,.i.li!.l
ZONE LISTING
# Name Type Response Verification Allow Auto Manual NACs Relays conflg
Time(sec.) Disable Silence Silence
1 uf\K ::stanaplpe u\l ::supervisory None yes yes l,;laSSA
;.: t",,} uate valve ::supervisory None yes yes l;lass A
3 1St t"loor t"lre ~nnancea ::smOKe \ yes yes l,;lass l:S
4 A!na t"loor t"lre ~nnancea ::smOKe \ yes yes l,;lass t:S
:I ;;sra t-Ioor t-Ire cnnanceo ::imOKe \ yeS yes l;lass I:i
ti uarage Lone t-Ire cnnancea ::smOKe \ yes yes l;lass t:S
7 unvelane vvest t-Ire None yes yes l,;lass t:S
8 unvelane ~ast t-Ire NOne ves ves l;lass I:i
If uar L.oooy ::smOKe t"lre ~nnancea ::smOKe \ yes yes l,;lass l:S
lU 1St t-I elevator t-Ire cnnancea ::smOKe \ yes yes l,;lass t:S
11 2nd FI Elevator Fire ~nnancea ~mOke \ ves yes l;lass t:S
1:.! ;;sra t-I elevator t-Ire ~nnancea ::smOKe \ yes yes l,;lass t:S
13 clev ::inaTt Neat t-Ire 1 None yes yes l,;lass t:S
14 t:lev. t"lt I amper ~upervlsory 1 None yes yes l,;lass t:S
1:1 t:lev t"lt t-IOW vvatertlow 1 None yes yes l,;lass t:S
1ti ury ~pnnK. t-IOW vvaterTIow 1 None yes yes l,;lass t:S
17 LOW Air ::iupervlsory 1 None yes yes l,;lass t:S
18 uarage t-'OW vvaterTIow 1 None yes yes l,;lass t:S
19 ::it" unit t-IOW vvaterTIOw 1 None yes yes l,;lass l:S
12U I ampers In t:lect ::supervisory 1 None yes yes l,;lass t:S
I ;':1 Lone ~1 t-,re 1 None yes yes l,;lass t:S
I;':;': Lone A!A! t-Ire 1 None yes yes l,;lass t:S
I :.!3 Lone A!;;S t"lre 1 None yes yes l,;lass t:S
1:.!4 Lone A!4 t"lre 1 None yes yes l,;lass l:S
I ;'::1 I Lone ~:> t-Ire None yes yes l,;lass t:S
I :.!ti I Lone A!o t"lre None yes yes l,;lass l:S
I ;':7 ILone a t"lre None yes yes l,;lass t:S
:.!8 Lone A!ts t-Ire None yes yes l,;lass l:S
;':9 Lone ~l:I t-Ire None yes yes l,;lass l:S
13U Lone ;;su t-Ire None yes yes l,;lass t:S
^ ~
. \! /
I ",) {L/ -'
~ [ L-CU--
I f7
C,j'-7
L.
.- Ie .//7~'
c.. S C..,.I7z:~
L_
Zone Listing for Account
Page 1 of 1
Report Date: 5/13/2002 9:05:21 AM
Page 1
NAC Properities
" Silence Direct EOL output pattern
Connect Resistor
, yes yes AN;:)I ;:)-;$.41
2 yes yes lAlnstant uutput
;$ yes lA>nstant uutpUt
4 yes yes lA>nstant uutpUt
NAC Triggers
" Fire Prealarm' Aux. . Water . Super. . Trouble . Fire Cross
Flow Drill Alert
, yes
2 yes
;$ yes
4 yes
yes
yes
yes
yes
yes
yes
yes
yes
I"
1 '
I 2
I ;$
14
Used by Zones
Relay Triggers
" Fire Prealarm Aux.
Fire
Drill
cross
Alert
Water
Flow
Super. Trouble
, yes
2 yes
;$ yes
4 Yes
yes
yes
yes
yes
yes
I"
I 1
I 2
I ;$
14
Used by Zones
NAC/Relay Options for Account
Page 1 of 1
Report Date: 5/13/2002 9:05:21 AM
--
~L~!ti...-: ____~~ ."m: ,li ~ ,~ ,,~ .,~~',"i,r-'
Page 2
i5i.i.,,i~~\....
NAC OUTPUT PATTERNS
I =On.
o = Off
,
Custom Output Pattern 1:
Number of increments:
,
Custom Output Pattern 2:
Number of increments:
~
Custom Output Pattern 3:
Number of increments:
~II.
Custom Output Pattern 4:
Number of increments:
Constant Output
1 Seconds per increment: 0.5
March Code Out
2 Seconds per increment: 0.5
ANSI S-3.41
8 Seconds per increment: 0.5
Single Stroke BI
40 Seconds per increment: 0.1
JilllIIII_~lllllll! II111111 J I1111111 ,
Custom Output Pattern 5:
Number of increments:
California Code
30 Seconds per increment: 0.5
~IIIIIIIIIJIIIIIIII~
Custom Output Pattern 6:
Number of increments:
~
Custom Output Pattern 7:
Number of increments:
~
Custom Output Pattern 8:
Number of increments:
,
NAC Output Patterns for Account
Page 1 of 1
Report Date: 5/13/2002 9:05:21 AM
Constant Output
1 Seconds per increment: 0.5
Constant Output
1 Seconds per increment: 0.5
Constant Output
1 Seconds per increment: 0.5
Page 3
DIALER CONFIGURATION
Phone Line Configuration
....none Line JF1
I Line Prefix
Number of Rings
Answering Machine Bypass Mode
Ground Start Telephone Network
Phone Line Monitor Enabled
I Touch-tone/Rotary Option
2
Yes
No
Yes
I oucn-tone/U~A Kotary
Reporting Accounts Configuration
# Account CIC Phone Number
Number
I 1 UUUU19 16UU 64b;JloU
I 2 000019 1~( tj9WHS~
I 3 300206 101
14 4Ub~UH 1b1
Reporting Accounts Filters
# Alarms Alarm Trouble/ Tests
Restores Supervisory
1 Yes
2 NO
3 NO
4 No
Yes
NO
NO
NO
yes
NO
NO
NO
Yes
NO
NO
NO
Miscellaneous Reporting Settings
Auto-test Report Time: 6
Low AC Delay (hours): By Zone
Report Walk Test: 9:00:00 PM
3-1 Event Codes
I event Type
I Alarm
I Alarm Kestores
I open/Close
I ~upervlsory I rouDle l:Sypass Kestore
II rouDle l:Sypass
I SuperviSOry
I Access t:.vems
I Test
Code
U
~
tj
(
H
4
9
9
Computer Account
Account Number: 505208
CIC:
Phone Number: 151
~"'IConfiguration fa?mount
".~q~f 1 1
Report Date: 5/13/2002 9:05:21 AM
.. ;#l: jq;: .'t,.,-
.:~
!!lti,aJj_1
....none Line F~
1U
NO
NO
Yes
NOt usea
Format
Retries before
switching
~1A;lU ;J
~1A;lU ~
~IAH ~
~IAH ~
111,,1..... ., *" :t
:J~t2.~H.~.:::I~1I
Page 4
~,a.Ji..~...
MISCELLANEOUS OPTIONS
.
NAC Automatic Silence Time(minutes): 0
Pre-alfnn Time (seconds): 40
Sound Trouble Alert for Pre-alarm: Yes
Latch Sprinkler: No
Latch Waterflow: Yes
Banner Settings
Display Time:
Display Date:
Custom Message 1:
Custom Message 2:
User Codes
I User#
11
l:l
13
14
15
6
{
Code
5:l08
1:l;:s4oo
1111
5273
5660
18
19
110
Yes
Yes
Welcome To
Creekside Estate
Type
Installer
Installer
uperator
Installer
Installer
Not usee
Not usee
Not usee
Not usee
Not usee
Miscellaneous Options for Account
Page 1 of 1
Report Date: 5/13/2002 9:05:21 AM
Page 5
EXPANDER
Supervised 5235s: 1
Supervised 5217s: 1
5280 Options
I # Indicated Status
I ' Not usee
I;c! NOt usee
13 Not usee
14 Not usee
,J, 10 NOt usee
16 Not usee
17 Not usee
18 Not usee
Expander Options for Account
Page 1 of 1
Report Date: 5/13/2002 9:05:21 AM
,;,.,.., ...1
'"dI:.i-..-,-,,,~, ,~.&"..~--,._."..._-~.~--"".,.- .;'.' r t,'
j:,}IJ2~"'"-"-.'
.
Page 6
.....;..Io,j,. .>4
~Design
~Criteria (Cont.)
TIA 99-1 (Tentative Interim Ammendment)
with an effective date of May 22, 2000
states that the minimum required
discharge from each of the "design
sprinklers" for systems designed to NFPA
13 must be calculated based on delivering
a minimum design density of 0.1 gpm/sq.
ft. for each of the listed coverage areas
shown in Table 1, Table 2, or Table 3.
Consult the authority having jurisdiction
regarding the application of this TIA to the
currently adopted NFPA 13.
Model BVR Residential Horizontal
Sidewall and Ro.-..,ad Horizontal
Sidewall Sprinklers must be installed using
the obstruction and minimum cIistanc:e
between sprinkler otteria for extended
coverage sidewall sprinklers found the
current edition of NFPA 13.
NOTES
ResklentJaI Rre Sprinkler Systems
should only be designed and Installed
by those compel8nt and completely
famlllllr with auIomIItIc sprinkler
system design, Installstlon P. .. ~, .}ures,
and techniques.
The sprinkler must be secured In
position by t1nnly fBstBnlng the
sprinkler s) .J"~" . I piping to the
structure. H the sprinkler Is not
property secured In position, retICtIon
forces I8SUltlng from sprinkler
operation could aIIBr Its Or1eIJIlrtIon and
Its W8W distribution pattern. The
sprinkler escutcheon cannot be used
to hold the sprinkler In posItJon.
SeIl8f8l crIIsrlII may IIpp/y to the
Installstlon and usage of tIIICh
sprinkler. CoMequentIy, It Is
recommended thIIt the sprinkler
system designer nwIew and develop a
worldng understanding of the
complete list of crIIsrlII prior to
InltlatJng the design of the sprinkler
system.
Questions concerning sprinkler
Installstlon and usage crlterIa, which
are not coll8l8d by the following
InstnJctIons, should be submltlBd to
Central Sprinkler. Include sIc8tches and
technical dstBlls _ Bpp. .,1. ,i"..
In some InsI1Jnces, the requirements of
this document may concern
specIfIcatJons which tII8 more
stringent and which talce p. , ~. ..1ence
OWl' those specified In NFPA 13, NFPA
13D, NFPA 13R, or by the authority
having Jurisdiction.
r.!lnstallatiOn
tighten the sprinkler into the sprinkler
fitting.
Step 3. Wrench tighten the sprinkler using
only a BV Sprinkler Wrench (1099). The
wrench recess of the BV Sprinkler Wrench
is to be applied to the sprinkler wrench
flats (Ref Figure 3).
Step 4. For Recessed Sidewall Sprinkler
Applications, a Protective Cap is available
which helps to prevent damage to the
sprinkler during cellinglWall installation
and/or during application of the finish
coating of the ceilinglwall. Place the
Protective Cap over the Recessed
Support Cup and push it sideways until it
bottoms out against the sprinkler deflector.
NOTE
As long as the P. "'I:l.,j.'J9 Cap remains in
place, the system is consicI8red to be "Out
of Setvice"
Step 5. After the ceilinglwall has been
completed, remove and discard the
Protective Cap. If the Sprinkler has been
damaged, replace the entire Sprinkler
assembly. Do not attempt to modify or
repair a damaged sprinkler.
Step 6. Push the outer ring of the
Recessed Eso.Jtc:heon over the Re-
cessed Support Cup. If the Recessed
Escutcheon cannot be engaged with the
Support Cup or the Recessed Escutcheon
cannot be engaged sufficiently to contact
the wall, the Sprinkler Fitting must be
repositioned.
The Central Model BVR Horizontal
Sidewall Sprinklers must be installed in
accordance with the following instructions:
NOTES
Do not install any bulb type sprinkler if the
bulb is cracked or there is a loss of liquid
from the bulb. With the sprinkler held
horizontally, a small air bubble with an
approximate diameter of 1/16 inch should
be present.
A leak tight 1/2 inch NPT sprinkler joint
should be obtained with a torque of 7 to 14
ft./bs. (9,5 to 19,0 Nm). A maximum of 21
ft./bs. (28,5 Nm) of torque is to be used to
install 112 inch NPT sprinld8rs. Higher
levels of torque may distott the sprinkler
inlet with consequent leakage or impair-
ment of the sprinkler.
Step 1. The sprinkler must only be
installed in the sidewall position with the
ceo .~t. !;. .8 of the sprinkler parallel to the
ceiling and perpendicular to the wall. The
top of the deflector is to be positioned
towards the ceiling.
Step 2. After installing the BV ResJOR
Recessed Support Cup (or other accept-
able escutcheon, as applicable) over the
sprinkler pipe threads and with pipe thread
sealant applied to the pipe threads, hand
Table 1 - BVR SIW 112" Residential Sidewall Sprinkler Design Requirements
Smooth, Flat, Ceiling with 8 Max. 2:12 Slope
Coverage Area
Minimum Design Flow (prauura)
Two or Mora
Sprlnklera
18 GPM (11.1 psi)
88,2 LPM (O,n bar)
20 GPM (13.7 psi)
75,8 LPM (0,94 bar)
25 GPM (21.4 pail
94,8 LPM (1,48 bar)
Width Throw One Sprinkler
12'(orless) 12'(orless) 20 GPM (13.7 psi)
(3,7m) (3,7m) 75,8 LPM (0,94 bar)
16' 18' 22 GPM (16.6 psi)
(4,9m) (5,5m) 83,4 LPM (1,14 bar)
16' 20' 30 GPM (30.9 psi)
(4,9m) (8,lm) 113,71PM (2,13 bar)
4" (101.6 mm) to 6" (152.4 mm) below the ceiling.
Table 2 - BVR SIW 112" Residential Sidewall Sprinkler Design Requirements
Smooth, Flat, Ceiling with a Max. 8:12 Slope with Sprinkler Located at Peak
Coverage Area
Minimum DesIgn Flow (Preuure)
Two or More
Sprinklers
20 GPM (13.7 psi)
75,8 LPM (0,94 bar)
20 GPM (13.7 psi)
75.8 LPM (0.94 bar)
25 GPM (21.4 psi)
94,8 LPM (1,48 bar)
Width
16' (or less)
(4,9m)
16'
(4,9m)
16'
(4,9m)
Throw
16' (or less)
(4,9m)
18'
(5,5m)
20'
(8,lm)
One Sprinkler
22 GPM (16.6 psi)
83,4LPM (1,14 bar)
22 GPM (16.6 pail
83,4 LPM (1,14 bar)
30 GPM (30.9 psi)
113,7 LPM (2,13 bar)
4" (101.6 mm) to 6" (152.4 mm) below the ceiling.
Table 3 - BVR SIW 112" Residential Sidewall Sprinkler Design Requirements
Smooth, Flat, Ceiling with a Max. 8:12 Slope with Sprinkler Located Along
Sloping Wall
Coverage Area Minimum DesIgn Flow (preuure)
Two or More
Width Throw One Sprinkler Sprinklers
16' (or less) 18' (or less) 22 GPM (16.6 psi) 20 GPM (13.7 psi)
(4,9m) (5,5m) 83,4LPM (1,14 bar) 75,8 LPM (0,94 bar)
4" (101.6 mm) to 6" (152.4 mm) below the ceiling.
CENTRAL BV-QR 2-01
Model BV & BVLO
5.6 K-factor
Quick Response
Standard Coverage
Horizontal Sidewall Glass Bulb Automatic Sprinkler
Tyco Fire Products --- www.centralsprinkler.com
451 North Cannon Avenue, Lansdale, Pennsylvania 19446 --- USA
Customer Service/Sales: Tel: (215) 362-0700/ Fax: (215) 362-5385
Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500
~
[I:: \II HAL
~ General
.u Description
The Central Model BV-QR, 5.6 K-factor
(1/2" orifice), Horizontal Sidewall &
Recessed Horizontal Sidewall Sprinklers
are quick response - standard coverage,
glass bulb type spray sprinklers intended
for use in fire sprinkler systems designed
in a......." Jance with the standard installa-
tion rules . "'.......~nized by the applicable
Usting or Approval agency (e.g., UL
Usting is based on NFPA 13 require-
ments).
Horizontal Sidewall Sprinklers are
generally used in lieu of pendent & upright
sprinklers because of building construction
or installation economy considerations.
They are designed for installation along a
wall or the side of a beam and just
beneath a smooth ceiling. Installed with
their centerline of waterway parallel to the
ceiling, these sprinklers produce a quarter-
spherical water discharge pattern that is
predominately directed downward &
outward from the deflector; however, a
portion of the spray is also directed
towards the backwall.
The ''''~ version of the Central Model
BV-QR, intended for use in areas with a
finished walls, uses a two-piece Model BV
ResIOR Recessed Escutcheon. The
Model BV Res/QR Recessed Escutcheon
provides up to 318 inch (9,5 mm) of total
adjustment from the flush horizontal
sidewall position.
These sprinklers are available with a
polyester coating that may be utilized to
extend the life of copper alloy sprinklers
beyond that which would otherwise be
obtained when <>''t'...,.ad to corrosive
atmospheres.
Although polyester coated sprinklers have
passed the standard corrosion tests of the
applicable approval agencies, the testing
is not representative of all possible
corrosive atmospheres. Consequently, it is
recommended that the end user be
consulted with respect to the suitability of
this corrosion resistant coating for any
given corrosive environment. The effects
of ambient temperature, concentration of
chemicals. and gas/chemical velocity,
should be considered, as a minimum,
along with the corrosive nature of the
chemical to which the sprinklers will be
exposed.
Operation: The glass bulb contains a fluid
which expands when exposed to heat.
When the rated temperature is reached,
the fluid expands sufficiently to shatter the
glass bulb, which then allows the sprinkler
to activate & flow water.
WARNING
The Model BV-QR Horizontal Sidewall
Sprinklers described herein must be
installed and maintained in compliance
with this document, as well as with the
applicable standards of the National Fire
Protection Association, in addition to the
standards of any other authorities having
jurisdiction. Failure to do so may impair the
integrity of these devices.
The owner is responsible for maintaining
their fire protection system and devices in
proper operating condition. The installing
contractor or sprinkler manufacturer
should be contacted relative to any
questions.
~ Technical
IIUII Data
Sprinkler Identification Number
SIN C3301
Approvals
UL & ULC Listed. FM & NYC Approved
(The approvals apply only to the service
conditions indicated in the Design
Criteria Section)
Maximum Working Pressure
175 psi (12,1 bar)
Pipe Thread Connection
1/2 inch NPT
Discharge Coefficient
K = 5.6 GPM/psP/2 (80,6 LPM/bar1/2)
Standard Spray
Horizontal
Sidewall
Sprinklers
Temperature Ratings
1350F/57"C, 1550FI68OC, 1750Ff79OC
2OQoF/930C, 250oF/121 OC
Finishes
Sprinkler: White Polyester, Chrome
Plated, or Natural Brass
Rae. Escutcheon: White Coated, Chrome
Plated, or Brass Plated
Corrosion Resistant Coatings
Sprinkler: White Polyester (UL only)
Physical Characteristics
The Model BV-QR Horizontal Sidewall
Sprinklers utilize a dezincification resistant
(DZR) bronze frame and a 3 mm bulb.
The two-piece button assembly is brass
and copper. The sprinkler frame orifice is
sealed with a gasketed spring plate
(Belleville Seal) consisting of a beryllium
nickel disc spring that is sealed on both its
inside and outside edges with a Teflon™
gasket. The co, I 't" cssion scrfffl is bronze,
& the deflector is brass.
No. 1-7.5
CENTRAL BV-QR & BVLO-QR 5-01
Model BV-QR & BVLO-QR
4.2, 5.6 & 8.0 K-factor
Quick Response
Standard Coverage
Upright, Pendent & Rec. Pendent Glass Bulb Automatic Sprinkler
Tyco Fire Products on www.centralsprinkler.com
451 North Cannon Avenue, Lansdale, Pennsylvania 19446 _n USA
Customer Service/Sales: Tel: (215) 362-0700/ Fax: (215) 362-5385
Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500
~
[I: \II HAL
~ General
!.8.! Description
The Central Model BV-QR, 4.2 & 5.6
K-factor (7/16" & 1/2" orifice) & Model
BVLO-QR, 8.0 K-factor (17/32" orifice),
Upright, Pendent, and Rae. Pendent
Sprinklers are quick ,~...nse - standard
coverage, cIecorative glass bulb type
spray sprinklers designed for use in light &
ordinary hazard, commercial occupancies
such as banks, hotels, shopping malls etc.
The recessecI version of the Central Model
BV-QR, intended for use in areas with a
finished ceiling, uses a two-piece Model
BV ReslQR Recessed Escutcheon
(Vented or Unvented). The Model BV
ResIOR Ro~ Escutcheon provides
up to 318 inch (9,5 mm) of total adjustment
from the flush pendent position. The
II:>~ version of the Central Model
BVLO-QR, also intended for use in areas
with a finished ceiling, uses a two-piece
Model ELO Recessed Escutcheon. The
Model ELO Recessed Escutcheon
provides up to 3/4 inch (19,1 mm) of total
adjustment from the flush pendent
position. The adjustment provided by
these Recessed Escutcheons reduces the
accuracy to which the fixed pipe drops to
the sprinklers must be cut.
These sprinklers are available with a
polyester coating that may be utilized to
extend the life of copper alloy sprinklers
beyond that which would otherwise be
obtained when ........v..ad to corrosive
atmospheres.
Although polyester coated sprinklers have
passed the standard corrosion tests of the
applicable approval agencies, the testing
is not representative of all possible
corrosive atmospheres. Consequently, it is
recommended that the end user be
consu~ed with ,~o~ to the suitability of
this corrosion resistant coating for any
given corrosive environment. The effects
of ambient temperature, concentration of
chemicals, and gas/chemical velocity,
should be considered, as a minimum,
along with the corrosive nature of the
chemical to which the sprinklers will be
exposed.
Operation: The glass bulb "".,"-ins a fluid
which expands when (l.,.,.......ad to heat.
When the rated temperature is reached,
the fluid expands sufficiently to shatter the
glass bulb, which then allows the sprinkler
to activate & flow water.
WARNING
The Model BV-QR & BVLO-QR Uprigh~
Pendent & Rae. Pendent Sprinklers
described herein must be installed and
maintained in compliance wffh this
document, as well as with the applicable
standards of the National Fire Protection
Association, in addition to the standards of
any other authorities having jurisdiction.
Failure to do so may impair the integrity of
these devices.
The owner is responsible for maintaining
their fire protection system and devices in
proper operating condition. The installing
contractor or sprinkler manufacturer
should be contacted relative to any
questions.
Figure 1 - Cross Section
Model BVLO-QR,
Upright Sprinkler
COMPRESSION
SCREW
DEFLECTOR
/
/
BUTTON
ASSEMBLY
GASKETED SPRING
PLATE
(BELLEVILLE
SEAL)
1 '
, ,
, ~
Standard Spray
Upright, Pendent
& Rec. Pendent
Sprinklers
No. 1-7.0
CENTRAL 5170 3-01
ModelS170
Standard or Quick Response
Standard Coverage
Dry Pendent Sprinklers
Tyco Fire Products - www.centralsprinkler.com
451 North Cannon Avenue, Lansdale, Pennsylvania 19446
Customer Services/Sales: Tel: (215) 362-0700/ Fax: (215) 362-5385
Technical Services: Tel. (800) 381-9312/ Fax: (800) 791-5500
~
[E \lTRAL
D General
u Description
The Central Model S170, 5.6 K-Fac-
tor (1/2 inch orifice), Standard or
Quick Response, Standard Cover-
age, Dry Pendent Sprinklers are
decorative glass bulb automatic
sprinklers designed for use
. where pendent sprinklers are re-
quired on dry pipe systems that are
exposed to freezing temperatures
(e.g. sprinkler drops from unheated
portions of buildings), or
· where sprinklers and/or a portion of
the connecting piping may be ex-
posed to freezing temperatures
(e.g. sprinkler drops from wet sys-
tems into freezers), or
· where pendent sprinklers are used
on systems that are seasonably
drained to avoid freezing (e.g. vaca-
tion resort areas).
The Model S 170 Dry Pendent Sprin-
klers are available in standard re-
sponse (5 mm bulb) or quick re-
sponse (3 mm bulb) and in a wide
range of operating temperatures and
order lengths. The Model S170
Sprinklers are intended for use in
fire sprinkler systems designed in ac-
cordance with the standard installa-
tion rules recognized by the applica-
ble Listing or Approval agency (e.g.,
UL Listing is based on NFPA 13 re-
quirements). They produce a hemi-
spherical water discharge pattern be-
low the deflector.
The Recessed, Standard, and Deep
Ceiling Escutcheons for the Model
S170 are separable two-piece de-
signs which allow installation of the
sprinklers and pressure testing of
the fire protection system prior to in-
stallation of a suspended ceiling.
They also permit removal of sus-
pended ceiling panels without having
to first shut down the fire protection
system and remove the sprinklers.
Operation: When the Model S170 is
in service, water is prevented from
entering the assembly by the Plug &
O-ring (Ref. Figure 2) in the Inlet of
the Sprinkler. The glass Bulb con-
tains a fluid which expands when ex-
posed to heat. When the rated tem-
perature is reached, the fluid
expands sufficiently to shatter the
glass Bulb, and the Bulb Seat is re-
leased. The compressed Spring is
then able to expand and push the
Water Tube as well as the Guide
Tube outward. This action simultane-
ously pulls inward on the Yoke, with-
drawing the Plug & D-ring from the
Inlet, which then allows the sprinkler
to activate and flow water.
WARNINGS
The Model S 170 Dry Pendent Sprin-
klers described herein must be in-
stalled and maintained in compli-
ance with this document, as well as
with the applicable standards of the
National Fire Protection Association,
in addition to the standards of any
other authorities having jurisdiction.
Failure to do so may impair the integ-
rity of these devices.
The owner is responsible for main-
taining their fire protection system
and devices in proper operating con-
dition. The installing contractor or
sprinkler manufacturer should be
contacted relative to any questions.
The Model S 170 Dry Pendent Sprin-
klers must only be installed in fittings
that meet the requirements of the De-
sign Criteria section.
~ Technical
~ ~ Data
Sprinkler Identification Number
SIN C3255 (Standard Response)
SIN C3235 (Quick Response)
Approvals
UL and ULC Listed. FM Approved.
(Refer to Table A)
Recessed,
Standard, and
Deep Ceiling
Escutcheons
Maximum Working Pressure
175 psi (12,1 bar)
Pipe Thread Connection
1 inch NPT or ISO 7-R1
Discharge Coefficient
K = 5.6 GPM/psP/2
(80,6 LPM/bar1/2)
Temperature Ratings
Refer to Table A
Finishes
Sprinkler: Natural Brass, Chrome
Plated, White Polyester
Escutcheon: White' Coated or
Chrome Plated
(Colors other than white are avail-
able on request.)
Physical Characteristics
The Plug and Inlet are brass, and
the D-ring is silicone rubber. The
Casing is galvanized carbon steel.
The Frame is bronze, the Deflector
is brass, and the Compression
No. 5-5.5
CENTRAL 5176 3-01
Model 5176
Standard or Quick Response
Standard Cove. age
Dry Hor;. Sidewall Sprinklers
Tyco Fire Products - www.centralsprinkler.com
451 North Cannon Avenue, Lansdale, Pennsylvania 19446
Customer Services/Sales: Tel: (215) 362-0700/ Fax: (215) 362-5385
Technical Services: Tel. (800) 381-9312/ Fax: (800) 791-5500
~
[E \lTRAL
III'- General
11III Description
The Central Model S176, 5.6 K-Fac-
tor (1/2 inch orifice). Standard or
Quick Response, Standard Cover-
age, Dry Horizontal Sidewall Sprin-
klers are decorative glass bulb auto-
matic sprinklers designed for use in
applications where the sprinklers
and/or a portion of the connecting
piping may be exposed to freezing
temperatures (e.g., horizontal piping
extensions from a wet pipe sprinkler
system through a wall to protect a
freezer or unheated area of a build-
ing).
The Model S 176 Dry Horizontal Side-
wall Sprinklers are available in
standard response (5 mm bulb) or
quick response (3 mm bulb) and in a
wide range of operating tempera-
tures and order lengths. The Model
S176 Sprinklers are intended for use
in fire sprinkler systems designed in
accordance with the standard instal-
lation rules recognized by the appli-
cable Listing or Approval agency
(e.g., UL Listing is based on NFPA
13 requirements).
They are designed for installation
along a wall and just beneath a
smooth ceiling. Installed with their
centerline of waterway horizontal,
these sprinklers produce a quarter-
spherical water distribution pattern
that is predominately directed down-
ward and outward from the sprinkler
with a portion of the spray being di-
rected towards the backwall.
The Standard Escutcheon for the
Model S176 is a separable two-piece
design which allow installation of the
sprinklers and pressure testing of
the fire protection system prior to
wall construction and/or application
of a finish coat to the wall. It also per-
mits refinishing of a wall surface with-
out having to first shut down the fire
protection system and remove the
sprinklers.
Operation: When the Model S176 is
in service, water is prevented from
entering the assembly by the Plug &
O-ring (Ref. Figure 2) in the Inlet of
the Sprinkler. The glass Bulb con-
tains a fluid which expands when ex-
posed to heat. When the rated tem-
perature is reached, the fluid
expands sufficiently to shatter the
glass Bulb, and the Bulb Seat is re-
leased. The compressed Spring is
then able to expand and push the
Water Tube as well as the Guide
Tube outward. This action simultane-
ously pulls inward on the Yoke, with-
drawing the Plug & D-ring from the
Inlet, which then allows the sprinkler
to activate and flow water.
WARNINGS
The Model S176 Dry Horizontal Side-
wall Sprinklers described herein
must be installed and maintained in
compliance with this document, as
well as with the 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 impair
the integrity of these devices.
The owner is responsible for main-
taining their fire protection system
and devices in proper operating con-
dition. The installing contractor or
sprinkler manufacturer should be
contacted relative to any questions.
The Model S 176 Dry Horizontal Side-
wall Sprinklers must only be in-
stalled in fittings that meet the re-
quirements of the Design Criteria
section.
Standard
Escutcheon
~ Technical
iIIII ~ Data
Sprinkler Identification Number
SIN C3355 (Standard Response)
SIN C3335 (Quick Response)
Approvals
UL and ULC Listed. FM Approved.
(Refer to Table A)
Maximum Working Pressure
175 psi (12,1 bar)
Pipe Thread Connection
1 inch NPT or ISO 7-R1
Discharge Coefficient
K = 5.6 GPM/psj1/2
(80,6 LPM/bar1/2)
Temperature Ratings
Refer to Table A
Finishes
Sprinkler: Natural Brass, Chrome
Plated, White Polyester
Escutcheon: White Coated or
Chrome Plated
(Colors other than white are avail-
able on request.)
Physical Characteristics
The Plug and Inlet are brass, and
the D-ring is silicone rubber. The
Casing is galvanized carbon steel.
No. 5-6.5
Lt:.\l1 HAL
CenTa~ Sprin~cer
3~.aze11as':er@
~~~~~~~~~~~~~~~~~~~~~
INSTALLATION INSTRUCTIONS
& TECHNICAL MANUAL
U.S./ Canadian and U.K. Edition
tqco / FlOW.; Central
/ Control Sprinkler
No. 19.1.0
Rev. 7 1/00
Jar~Jary 2000
UL & C-UL File #Ex4470
Table of Contents
IntroductioD. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 1
Conversion Factors. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1
Listings and Approvals. . . . . . . . . . . . . . . . . . . . . . . . . . . . .. I
Where and how to use a Central BlazeMaster System. . . .. 1
CeDtral BlazeMalter SpecifiCatiODI . . . . . . . . . . . . . . . . . . . . . 3
Central BlazeMaster Pipe. Fittings, and Solvent Cement. . . 3
Dimensions lor Central BlazeMaster CPVC Pipe . . . . . . . . .. 3
Product Ratingl and CapabUitiel . . . . . . . . . . . . . . . . . . . . . . . 4
Pressure Rating & Pressure Usting .. . . . . . . . . . . . . . . . . .. 4
Friction Loss . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
Thermal Expansion. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
Physical and Thermal Properties 01 Central
BlazeMaster CPVC ................................ 6
Permissible Deflections of Central BlazeMaster CPVC . . . . . 6
Support and Hanger RecommeDdations . . . . . . . . . . . . . . . .. 7
Pipe Bracing with Standard Band Hanger . . . . . . . . . . . . .. 7
Hanger/Support Spacing ........................... 7
Vertical Restraint .................................. 7
UDdergroUDd InltallatioD SpecificatioDI ................ 9
Trenching. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
Snaking of Pipe. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 9
Backfilling .. . . . . . . .. .. . .. .. . .. . . . . . . .. .. . .. . . . .. JO
System Riser InstallatioD RequiremeDtl. . . . . . . . . . . . . . . . . JO
Upright Sprinkler InltallatioD Specifications. . . . . . . . . . . . . 11
Use of CPVC Products iD Combulitble CODcealed Spaces. . II
Scope of Use ..................................... II
Installation Requirements. . . . . . . . . . . . . . . . . . . . . . . . . .. II
Restraint Requirements ............................ 11
Proximity to Heat Producing Sources. . . . . . . . . . . . . . . . .. II
Garage InatallatioD SpeclflcatioDI . . . . . . . . . . . . . . . . . . . . . 12
Handling' Storage. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
Handling and Storage of Central BlazeMaster CPVC .... 12
Handling of Central BlazeMaster Cements and Primers .. 12
Solvent/Cementing Instructions. . . . . . . . . . . . . . . . . . . . .. 12
JOiDiDg CeDtral BlazeMalter Pipe SYltelDS . . . . . . . . . . . . .. 13
Cutting. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 13
Deburring ....................................... 13
Fitting Preparation. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 13
Safety and Health Precautions. . . . . . . . . . . . . . . . . . . . . . . 13
Estimating Primer and Cement Requirements. . . . . . . . .. 13
Primer Application. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 13
Solvent Cement Application ........................ 14
Assembly. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 14
Set and Cure Times ............................... 14
Pressure Testing the System ........................ .14
TranlmoD to Other Materiall ......................... 15
Cautions for Transitions to other Materials. . . . . . . . . . . . . . 15
Flanged Connections . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 15
Grooved Connections. . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 16
PeDetrating Fire Rated Walls' PartitiODS .............. 16
Other Design Considerations and Heat
Producing Sources .............................. 16
Freeze ProtectioD ................................... 16
Use and Cautions with Glycerin Antifreeze. . . . . . . . . . . .. 16
NFP A References for the use of Glycerin Antifreeze. . . . .. 17
Batt Insulation Requirements and Suggestions. . . . . . . . . . 17
Batt Insulation Installation Recommendations . . . . . . . . .. 17
CeDtral BlazeMalter Systeml and PreD .:" .,:lOD
of Metal Studs. ...................................17
Solvent CemeDt and PrimerSpUlI ..................... 17
JOiDiDg Central BlazeMalter CPVC in
Adverse Conditions ............................... 17
Joining Central BlazeMaster in Cold Weather. . . . . . . . . . . 17
Joining Central BlazeMaster in Hot Weather. . . . . . . . . . .. 18
Helpful Tips. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 18
TraiDiDgandDemonstration.......................... 18
Material Safety Data for Solvent Cement and Primers.. 18-26
For purpolel of thil Inltallation and Technical Manual Central BlazeMalter Productl refer to pipe produced with either Blazemalter or Blaze.
Mcqter 2000 relin and fittingl produced from BlazeMcqter relin. When reference to NFP A or NFP A Standards is made in this Installation and
Technical Manual. the 1999 edition of the relevant code is used. This Installation and Technical Manual contains the criteria to install a Central
BlazeMaster CPVC piping system in accordance with the UL Listing, C-UL Listing. LPCB At't',....lal. and/or FM Appr<;lval. Additionally. the man-
ual contains recommendations for installation. general piping practices and other suggestions that may not be required to satisfy the UL Listing.
C-UL Listing, LPCB Approval. and/or FM Approval. To differentiate between a requirement and a suggestion. use the follOwing definitions:
SHALL - The use 01 the word "shall" indicates a mandatory requirement of the Listings/Approvals.
SHOULD - The use of the word "should" indicates a recommendation which is strongly advised, but not required to meet the list-
ings/ Approvals.
W.... ......ty
Central BlazeMaster CPVC products are warranted against defects in material and workmanship solely to original purchasers from Central.
This warranty will continue for a period of JO years from the shipping date. Materials found to be defective by Central shall be repaired or
replaced at Central's option. Central will not be responsible for labor charges or consequential OAt'OUseS or damages incurred as a result of use of
its products. This warranty is expressly made in lieu of any and all other warranties. expressed or implied. including the warranties of mer-
chantability and fitness.
All sales by Central shall be subject to the terms and conditions stated herein. The placement of orders with Central shall constitute accep-
tonce of these terms and conditions. If buyers' purchase orders or confirmations are at a variance with the terms and conditions herein. they shall
not be binding upon Central and Central's terms and conditions shall take precedence.
These terms and conditions of sale shall be construed under and in accordance with the laws of the Commonwealth of Pennsylvania. Buyer
consents and agrees to the jurisdiction and venue of the Court of Common PI6!JS of Montgomery County. Pennsylvania and the U.S. District Court
lor the Eastern District of Pennsylvania with respect to any proceedings arising out or in connection with any purchase and sale contract entered
into between Central and buyer. Buyer further agrees that mailing to either party by certified registered mail shall constitute lawful and valid ser-
vice of process. '
Look lor the UL. C-UL. FM. MEA. NSF -pw S.E.. LPCB. Dade County. and the City of Los Angeles marks on the product.
.
BlazeMaster* and BlazeMaster-ZOOO™ are registered trademarks of the BFGoodrich Company.
All Central Sprinkler BlazeMaster CPVC Products are manufactured in the USA.
Jarluary 2000
UL & C-UL File 'Ex4470
or tiles having a weight of 0.35 pounds per sq. ft. when installed with metallic grids. For residential occupancies defined in NFPA
13D and 13R, the minimum protection may consist of one layer of Jf' plywood. In these cases, any standard sprinkler head rated at
1700F or less may be used.
B. In accordance with the C.UL Listing. protection shall be provided for BlazeMaster-CPVC pipe and fittings. The minimum pro-
tection shall consist of either lath and plaster, one layer of 9mm thick gypsum wa1lboard, one layer of 13mm plYwood, or a suspend- ,
ed membrane ceiling with lay.in panels or tiles classified with respect to surface burning characteristics having a mass of not less ....""
than 1.7 kg/m2 when installed with metallic grids. The effectiveness of this protection can be impaired if penetrated by large open-
ings such as ventilation grills, exhaust fans connected to metal ducts serving washrooms excepted. Where such penetration is pre-
sent. individual openings exceeding 0.03m2, but not exceeding 0.71 m2 in area must be located such that the distance from the edge
of the opening to the nearest sprinkler does not exceed 300mm. BlazeMaster pipe and fittings shall not be used where such open-
ings exceed 0.71 m2 in area. In these cases, any standard sprinkler head rated at noc or less may be used.
C. For a concealed installation per FM Approvals, the piping shall be protected and completely so........"';ed by a pennanently
installed non--combustible barrier from any area protected by the system. A ...o.."anently installed barrier is one that cannot be
removed without substantial cosmetic damage. Drop in ceiling tiles, as used in suspended ceilings are specifically considered not
to be ...ou"anently installed for the purposes of this definition. Non-combustible is defined as having a minimum finish fire rating of
15 minutes when tested per ASTM E 119.
4, For an exposed installation:
· In accordance with the UL and C.UL Listings. BlazeMaster4 CPVC pipe and fittings shall be installed below a smooth flat hori-
zontal ceiling construction per its UL Usting. For C-UL Usted applications, BlazeMaster- CPVC pipe and fittings shall be installed
below smooth, flat, fixed, and horizontal ceiling construction. For pendent sprinkler installations, Listed Quick Response, ordinary
temperature rating, pendent sprinklers installed within S' from the ceiling or Listed Residential sprinklers located in \A~W' Jance
with their Listing shall be used and the maximum distance between sprinklers shall not exceed 15',
For horizontal sidewall installations, Listed Quick Response, ordinary temperature rating, horizontal sidewall sprinklers having
deflectors within 6' from the ceiling and within 4' from the sidewall or Listed Residential horizontal sidewall sprinklers located in
accordance with their Listing shall be used and the maximum distance between sprinklers shall not exceed 14'.
S. Central Sprinkler BlazeMaster- CPVC pipe and fittings shall be installed in areas where the ambient temperature does not exceed
lSO'F (SS'C).
6. Central Sprink1er BlazeMaster4 CPVC pipe and fittings inot",.,.". I ,d for installation in combustible concealec:i spaces requiring
sprink1ers, as referenced in NFP A 13 unlen protected by sprinklers specifically Listed for this application. (Please refer to page II of
this manual for the Use of CPVC Products in Combustible Concealed Spaces with Specific Use Sprinklers.) NFPA 13R and 13D permit
the omission of sprinklers from combustible concealed spaces and Central Sprink1er BlazeMaster@ pipe and fittings can be installed in
these """'..", when protecting residential occupancies according to these standards with sprinklers.
7. In installations where sprinkler pipe runs through an attic space that requires sprinklers per NFP A. CPVC piping shall be protected in ~
order to meet the requirements of its UL and C.UL Listings. The Authority Having Jurisdiction shall be consulted prior to any installation
of CPVC in attic spaces requiring sprinklers. Protection methods and requirements may vary by jurisdiction and are subject to inter-
pretation.
S. Central Sprink1er BlazeMaster- CPVC pipe and fittings, when installed in accordance with its UL Listing in air plenums, shall be a
minimum horizontal distance of 24' from an opening in the ceiling such as ventilation grills. The FM Approval restricts the use of
Central Sprinkler BlazeMaster- CPVC pipe and fittings in return air plenums as referenced in NFP A 9OA.
9. Before penetrating fire rated walls and partitions, consult building codes and Authorities Having Jurisdiction in your area. Central
Sprinkler BlazeMaster4 systems should be designed and installed so that the piping is not ",^...V<:OSd to excessive tem...o"...~..lres from
specific heat producing sources, such as light fixtures, ballasts and steam lines. Pipe shall not be positioned directly over open venti-
lation grills.
Note: There is no exact minimum distance Central Sprinkler BlazeMaster- CPVC pipe and fittings should be installed from heat
sources. Minimum distances are a function of the specific heat producing source, the maximum ambient temperature, heat
shielding, if any, and proximity of CPVC piping to the above. Please consult Central's Technical Services department for
answers regarding specific heat sources and recommended Central Sprinkler BlazeMaster- CPVC spacing.
10. During remodeling or ceiling repair appropriate precautions must be implemented to properly shield the piping from the protected
occupancy.
II. Central Sprinkler BlazeMaster4 CPVC pipe and fittings shall not be installed in outdoor applications.
12. The use of BlazeMaster- CPVC in ceiling spaces above non-sprinklered areas has not been investigated by UL or FM.
~
.
January 2000
Ul & C-Ul File ,Ex4470
Introduction
Central Sprinkler Company using BFGoodrich resin has created a line of BlazeMaster CPVC (Post Chlorinated Polyvinyl Chloride) sprin-
kler pipe and fittings. Central BlazeMaster products are designed specifically for fire sprinkler systems and provide the following advantages
over traditional sprinkler piping systems:
· In...."....,ad hydraulic capabilities (C-Factor = ISO)
· No precutting and expensive fabrication required
· NSF -pw S.E. approved for potable water
· Can be eaSily connected to other sprinkler piping systems
· F1exibility in the piping for \j."",,~er ease of installation
· Resistant to rust, scale and foreign contaminant build up
· In"A.......sive tools required for installation
· Greater resistance to seismic activity than copper or steel systems
· Easily repairEld or modified on site
· Easily transported and handled at installation
· Resists sweating and condensation
Conversion Factors
. Appropriate conversion factors for values shown in this guide are as follows:
I inch = 25.4 mm
I foot = 0.3048 meters
I psi = 6.895 kPa
I psi = 0.0689 bar
I psi = 6894.757 Pa
1000 Pa = I kPa
Listings and Approvals
Central Sprinkler BlazeMaster CPVC piping systems have been evaluated and are UL Listed in accordance with U.S. requirements and C-UL List-
ed in a......".Jance with Canadian requirements by Underwriters LaLv.",,[.,,;es Inc. and are Factory Mutual (FM) Approved for use in:
· Light Hazard occupancies as defined in the Standard for "Installation of Sprinkler Systems", NFPA 13.
· Residential occupancies as defined in the Standard for "Installation of Sprinkler Systems in Residential Occupancies up to and Including
Four Stories in Height", NFPA 13R.
. Residential occupancies as defined in the Standard for" Installation of Sprinkler Systems in One and Two Family Dwellings and Manu-
factured Homes", NFPA 130.
. Und"'\j."..md fire service systems as described in the "Installation of Sprinkler Systems:' NFPA 13, 1999 Edition, and where appropriate
the "Standard for Installation of Private Fire Service Mains & Their Appurtenances," NFP A 24.
. Central Sprinkler BlazeMaster- products have also been evaluated and are UL Listed in accordance with U.S. requirements by Under-
writers La:...v.,,~ories, Inc. for use in return air plenums as described in the "Standard for Installation of Air Conditioning and Ventilating
Systems", NFPA 9OA. Central Sprinkler BlazeMaster products are not C-UL Listed for use in return air plenums.
Central Sprinkler BlazeMaster- CPVC sprinkler pipe and fittings are Listed by ME&A in Residential buildings as defined by NFPA 130 and 13R. The
ME&A listing number is 434-88-M.
Central Sprinkler BlazeMaster- CPVC sprinkler pipe and fittings are tested by NSF for chemical extraction to standard 61 and carry the NSF-pw
S.E.. Listing.
Central Sprinkler BlazeMaster- CPVC sprinkler pipe and fittings are Approved by the Loss Prevention Certification Boaz:d for use in Residential
and Light H...........: Occupancies as defined above. For "scope of use" of Central Sprinkler BlazeMaster- CPVC products with the LPCB ApprovaL
please refer to the Approval for the Central CPVC Company in the most recent version of the LPCB Specifiers' Guide, List of Approvals Fire and
Security Products and Services.
Central Sprinkler BlazeMaste~ CPVC sprinkler pipe and fittings are Approved by the City of Los Angeles and Metro-Dade County for use in
Light Hazard and Residential occupancies as defined above.
Special Note: Central Sprinkler BlazeMaster- CPVC pipe and fittings are UL and C-UL Listed and LPCB and FM A"}o'.",ed for use with
Central and/or other BlazeMaster- and/or BlazeMalter- 2OO()TM CPVC pipe and/or BlazeMaster-CPVC 6ttiDgIUlted and/or J\pproyec:J. in
Q.wn. dance with the CWPl'QPriate U.Su Canadian and/or U.K. req)1irementl. Please consult the current UL Fire Protection Equipment Directory,
C-UL Products Certified for Canada Directory, FM A.....,,'al Guide, LPCB List of Approved Fire Security Products and Services Guide and/or
contact Central Sprinkler's Corporate Headquarters at 800-523-6512 for further information on Listings and Approvals.
Where and how to use a Central BlazeMaster System
I. Central BlazeMaster pipe and fittings shall be eIllployed in "wet" systems only. (A wet pipe system contains water and is connected to a
water supply so that the water will discharge immediately when the sprinkler is opened.) Central BlazeMalter productl Ihall not be
Uled in a Iystem uling comprelled air or other galel.
2. National Fire Protection Association Standards 13, 13R. l3D or 24 shall be followed and when applicable, the National Building Code of
Canada shall be referenced for design and installation requirements in conjunction with these instructions.
3. For a concealed installation:
A. In Qvvu.':ance with the UL Lilting. protection shall be provided for BlazeMaster CPVC pipe and fittings. The minimum protection
shall consist of either one layer of~" thick gypsum wall board, W' plywood soffits, or a suspended membrane ceiling with lay-in panels .
January 2000
UL & C-UL File ,Ex4470
Central BlazeMastere Specifications
Pipe
Central Sprinkler BlazeMaste~CPVC sprinkler pipe conforms to the requirements of ASTM F442 and carries the markings of Underwrtters
Laboratories Inc.lUL & CoULl. Factory Mutual (FM), ME&A. Dade County, City of Los Angeles, LPCB, and the National Sanitation Foundation (NSF-pw
S.E.) for use in potable water systems.
r"'-
Fitting.
Central BlazeMaste~CPVC sprinkler fittings conform to the requirements of ASTM F438 (Schedule 40 dimensions from *" to IW) and ASTM
F439 (Schedule 80 dimensions for 2" to 3'). Female threaded adapters for sprinkler head connections contain brass inserts. Fittings carry the
markings of Underwrtters Laboratories Inc.lUL & C-UL), Factory Mutual (FM). ME&A, Dade County, City of Los Angeles, LPCB, and National Sanita-
tion Foundation (NSF-pw S.E.) for use in potable water systems.
Solvent/Cement
BlazeMaste~CPVC socket connections can be joined using one of two solvent/cementing ....'^'o"ses. Connections shall be joined with Cen-
tral Sprinkler BlazeMaste~ One-Step CSC-400 or CSC-500 Solvent Cements or Two Step CSC-loo Primer and CSC-2OQ Solvent Cement. CSC-loo,
CSC-2OQ. CSC-4OO and CSC-500 Solvent/Cements meet ASTM F493 and NSF requirements. Please review solvent cementing instructions within
this manual prior to installation. Other primer or cements shall not be used with Central BlazeMaste~products and the use of such non-............."red
welding agents will void the Manufacturer's ..~.~.ty and product UstingslApprovals.
Dimensions for Central BlazeMalte~ CPVC Pipe
"....
Table A · Central BlazeMaster Pipe Dimensions in Inches (Millimeters)
(SDR 13.5 ASTM F 442)
AVlrage OD Average ID
1.050 (26.7) .874 (22.2)
1.315 (33.4) 1.101 (28.0)
1.660 (42.2) 1.394 (35.6)
1.900 (48.3) 1.598 (40.6)
2.375 (60.3) 2.003 (50.9)
2.875 (73.0) 2.423 (61.7)
3.500 (88.9) 2.952 (75.1)
Nominal Size (III nota)
%' (19.1)
l' (25.4)
lW (31.8)
lW (38.1)
2" (50.8)
2W (63.5)
3' (76.2)
Poundl per FII'
.168
.262
.418
.548
.859
1.257
1.867
Note: Central BlazeMaste~pipe is produced
in SDR 13.5 dimensions in accordance
with ASTM442. SDR (Standard Dimen-
sion Ratio) is -the ratio of the outside
pipe diameter to the wall thickness of
the pipe.
ASTM CPVC Fitting Socket Dimensions
Table B · ASTM Dimensiomlor CPVC littings in Inches:
A B C D E F
Soclla' Entrance Soclle' Bottom Soclla' Inllde
Nominal Diameter Diameter Langth Dlame'er Minimum
Size Average Average Minimum Minimum Wan Thlcllneu ...
Diameter Dlame'er
%' 1.058 1.046 0.719 0.820 0.113 0.141
l' 1.325 1.310 0.875 1.044 0.133 0.166 A
lX' 1.670 1.655 0.938 1.375 0.140 0.175
1M' 1.912 1.894 1.094 1.604 0.145 0.181
2' 2.387 2.369 1.500 1.933 0.218 0.275 "
-
2M' 2.889 2.868 1.750 2.316 0.276 0.345 t
3' 3.516 3.492 1.875 2.892 0.300 0.375
I"
.
January 2000
UL & C-UL File 'Ex4470
Product Ratings and Capabilities
Pressure Rating 8r Pressure Listing
Central Sprinkler BlazeMaster8 pipe and fittings are UL and C-UL Listed and FM and LPCB Approved for a rated pressure of 175 psi (1210
kPa) for sprinkler service up to lsooF (550C).
\
...I
Friction Loss
Central BlazeMaster8CPVC pipe has a Hazen-Williams C-Value of 150. Pipe friction loss calculations shall be made according to NFPA Standards.
The following table shows the allowance of friction loss for fittings. expressed in equivalent feet of pipe.
Allowance lor Frlcllon Login Fittings
(EqulVllent Flit 01 Pipe)
Fitting Size (In.) "" 1" 114" 114" 2" 2)l" 3"
Tee Branch 3 5 6 8 10 12 15
Elbow goo. 4 5 6 7 9 12 13
Elbow 450 1 1 2 2 2 3 4
Coupling 1 1 1 1 1 2 2
Tee Run 1 1 1 1 1 2 2
OThe above stated friction loss values are for Central BlazeMaster fittings only. When using
other Listed BlazeMaster CPVC 90' elbows with Central Sprinkler BlazeMaster products,
please consult the fitting manufacturer's installation and design manuals.
Thermal Expansion
BlazeMaster plastics, like all piping materials, expand and contract with changes in temperature. The coefficient of linear expansions is:
0.0000340 inch/inch rF.
A 25'F change in temperature will cause an expansion of ~ inch for a 50 foot straight length. For most ul"'c,u:ing and installation conditions,
expansion and contraction can be accommodated
at changes in direction of the pipe run. For addition-
al information on Thermal Expansion please see
Table C.
Temp
Change
I1T"F
28
30
40
50
lIlI
70
10
90
11111
5 10
15
Table C · Thermal ExpansIon
Lengtb 01 Run (n.)
25 30 35 40 45
TIlennaI bpl.lon, &. (In.)
.24 .29 .33 .37
.37 .43 .49 .55
.49 .57 .65 .73
.61 .71 .82 .92
.73 .86 .98 1.10
.86 1.00 1.14 1.29
.98 1.14 1.31 1.47
1.10 1.29 1.47 1.65
1.22 1.43 1.63 1.84
50
70
Where &. = l2el(~T)
e = 3.4 x 10" in/in/OF (Coefficient of
Linear Expansion)
L = Length of Run in Feet
~T = Temperature Change in OF
An example of Thermal Expansion is shown
below:
Example: How much will a 40 foot run of ~"of
BlazeMaster CPVC pipe increase in
length (or OAI-'u..d) if the expected
ambient temperature ranges from 3soF to 8S0F? Changes in length due to fittings are insignificant relative to the pipe.
&. = l2el (~T)
&. = 12 (.??oo34) x 40 x 50
&. = .82 in. or 'Ms'
.04 .08 .12
.06 .12 .18
.08 .16 .24
.10 .20 .31
.12 .24 .37
.14 .29 .43
.16 .33 .49
.18 .37 .55
..20 .41 .61
28
.16 .20
.24 .31
.33 .41
.41 .51
.49 .61
.57 .71
.65 .82
.73 .92
.82 1.02
.41
.61
.82
1.02
1.22
1.43
1.63
1.84
2.04
.57
.86
1.14
1.43
1.71
2.00
2.28
2.57
2.86
90
128
1&11
.73
1.10
1.47
1.84
2.20
2.57
2.94
3.30
3.67
.98
1.47
1.96
2.45
2.94
3.43
3.92
4.41
4.90
1.31
1.96
2.61
3.26
3.92
4.57
5.22
5.88
6.53
~
Central BlazeMaster CPVC exhibits a relatively high coefficient of thermal oAl-'u..sion (see Table C). When designing Central BlazeMaster sprin-
kler systems, oAI"'......sion of long runs must be considered if temperature variations will be encountered tie; summer to winter extremes). Methods of
compensating for thermal oAI-'......sion are; expansion loops. offsets and change of direction of the pipe run. (See Figure G for examples of control
methods.)
The expansion loops and offset tables are shown below. U the change in temperature and the maximum working teml-'o,ul.lre are lower than
those used to derive the tables. the numbers will be conservative in nature. For example. for a temperature change from 6O"F to lZSOF use Table F
because the maximum teml"'o,u;.lre is greater than
those shown in Tables D and E.
For conditions which are not covered in the Loop
Length Tables, use the formulas and examples found in
Table H.
Note: Table based on Stress and Modulus of Elas-
ticity at lOO"F.
Refer to Table H on page 4.
~T = 700F
S = 1560 psi
E = 3.85 x lD5 psi
.
Nom.
Pipe
Size
""
l'
1""
1lf'
2'
2lf'
3'
Table D · Loop Lengtb (300F 10 1000F) ~r = 700F
Length of Run (n.)
10 20 30 40 50 &II 70 ID ID 100 120 140 1&11
Length of Loop (In.)
24 26 28 30
26 29 31 33
30 32 35 37
32 35 38 40
35 39 42 45
39 43 46 49
43 47 51 54
AVI.
0.0.
1.050
1.315
1.660
1.900
2.375
2.875
3.500
i5 18
17 20
19 23
20 25
22 27
25 30
27 33
21
24
26
28
32
35
38
32
35
40
43
48
52
58
33
37
42
45
50
55
61
37 39 42
41 44 47
48 50 53
49 53 57 .-/
55 59 63
60 65 70
67 72 n
11
12
13
14
16
18
19
.JdlIUcUY,UUU
UL & C-UL File .Ex4470
Table E · Loop Length (60'F to 120'F) t:.T = 60'F
Nom. Avg. L.ngth of Run (n.) Note: Table based on Stress and Modulus of Elasticity at 12':
Pip. 0.0. 10 20 30 40 50 10 70 10 go 100 120 140 110 Refer to Table H.
/ - SID L.ngth of Loop (In.) t:.T= 60'F
"" 1.050 10 15 18 21 23 25 27 29 31 33 36 39 41 S= 1275 psi
l' 1.315 11 18 20 23 26 28 31 33 35 37 40 43 46 E= 3.55 x IOS psi
1"" 1.660 13 18 22 26 29 32 34 37 39 41 45 49 52
1"" 1.900 14 20 24 28 31 34 37 39 -42 44 48 52 56
2' 2.375 15 22 27 31 35 38 41 44 47 49 54 58 62
21; 2.875 17 24 30 34 38 42 45 49 51 54 59 64 69
3' 3.500 19 27 33 38 42 46 50 54 57 60 66 71 76
Table F · Loop Length (70'F to lSO'F) t:.T = BO.F Note: Table based on Stress and Modulus of Elasheity a:
Pip. Nom. L.ngth of Run (n.) lSO'F
SID Avg. 10 20 30 40 50 10 70 10 90 100 120 140 110 Refer to Table H.
0,0. L.ngth of Loop (In.)
"" 1.050 14 19 23 27 30 33 36 38 40 43 47 50 54 t:.T= 80'F
l' 1.315 15 21 26 30 34 37 40 43 45 48 52 56 60 S= 875 psi
1"" 1.660 17 24 29 34 38 41 45 48 51 53 59 63 68 E= 3.08 x 10\ psi
1"" 1.900 18 26 31 36 40 44 48 51 54 57 63 68 72
2' 2.375 20 29 35 41 45 50 53 57 61 64 70 76 81
21; 2.875 22 31 39 45 50 55 59 63 67 70 77 83 89
3' 3.500 25 35 43 49 55 60 65 69 74 78 85 92 98
Loop
0flHt
Chlnge of Dll'Rtlon
~
l' ,~
tr
I. _1IInt
......~~unof~ .... 'n-
l
o . Hanger or Guide
r-
Figure G · Expausion Loop and Oll"f Conligurations
Table H · Modulus 01 Elasticity &: Stress '"s Temperature
Temperature 'F 73' 80' 90' 100' 110' 120' 140' 150'
Modulus 01
Ellstlclty 4.23 4.14 3.99 3.85 3.70 3.55 3.23 3.08
"E" 1111" (pll)
Wolting
Strea 2.000 1.875 1,715 1.560 1,415 1,275 1,000 875
"S" (pll)
Hangers should only be placed in the loop, offset or
change of direction as indicated. Piping supports sho'~: .
restrict lateral movement and shall direct axial move.
ment into the expansion loop.
The Expansion Loop Formula has the following compc
nents as shown below:
l = Length of Expansion Loop in Inches
E = Modulus of Elasticity at lOO'F (Table H below)
D = Average a.D. of Pipe
t:.L = Change in Length of Pipe Due to Change in
Temperature
S = Working Stress at lOO'F (Table H below)
The Modulus of Elasticity & Stress vs Temperature table n
will need to be used to find "E" in the Expansion Loop f 0;'
mula. An example is presented to demonstrate the calcula.
lion of expansion given a defined thermal change and to cc
culate the length of the expansion loop or offset in inches.
Example
How much ",^.-."".sion can be expected in a 240 foot run of 2" Central BlazeMaster CPYC pipe installed in 40'F given a maximum temperature
change to lOO'F? Additionally. how long should the expansion loop be to compensate for this OAjo'.....sion?
First. find the temperature change <>A....O......ed as t:.T.
t:.T = lOO'F - 40'F
t:.T = SO'F
Now use Table C to calculate the change in length expressed as M.. Since the run is 240 feet and the table is inclusive to only 160 feet. two calculc.
tions will need to be made.
/'
Length of run = 160 feet with t:.T = SO'F
From Table C. M. = 3.92 in
.
Jar:'Jary 2000
UL & C-UL File .Ex4470
Now we must calculate the additional 80 feet of run for Mo.
Since Table C does not include 80 feet we must interpolate 80
feet between 70 feet and 90 feet.
AT = 6O'F
&. = 1.71 in for 70 feet
&. = 2.20 in for 90 feet
AI. = )7\ + UQ = 1.96 inches for 80 feet of pipe
2
Total &. for 240 feet: 3.92 + 1.96
AI. : 5.88 inches
To find the length of the expansion loop on offset in inches
l : " 3ED(&.)
2S
l : Length of Expansion Loop in inches.
E : Modulus of Elasticity at maximum temperature
from Table H.
D: Average Outside Diameter of pipe from Table A.
S : W orlting Stress at maximum temt'o, ",lure from
Table H.
&.: Change in length of pipe due to a change
in temt'o.",;ure from Table C.
l = " 3x(3.85 x IOSX2.375X5.88)
2(1,560)
l = 71.90 inches
For Loop Length: y, l: y, X 71.90 : 14.38 in.
1A l: h 71.90: 28.76 in.
For Offset Length: !tIl: !tIx7l.90: 17.98in== 18 in.
~ l: ~ X 71.90 =35.95 in == 36 in.
Physical and Thermal Properties of Central BlazeMaater CPVC
The Physical and Thermal Properties of Central BlazeMaster pipe can be
found in Table I.
Table 1- Physical and Thermal Properties ....,I
ProPlrty CPVC ASTM
Specific Gravity "Sp. Gr." 1.55 0792
IZOO ImpaC1 Strength 3.0 0256A
(ft. Ibs./inch, notched)
Modulus of Elasticity, @ 73.F, psi "E" 4.23 x 10' 0638
Ultimate Tensile Strength, psi 8,400 0638
Compressive Strength, psi "0" 9,600 0695
Poisson's Ratio "0" .35 - .38
Working Stress @ 73'F, psi "5" 2,000 01598
Hazen Williams "C" Factor "C" 150
Coefficient of Linear Me" 3.4 x 10' 0696
Expansion In/(in 'F)
Thermal Conductivity Ok" 0.95 Cln
BTUlhrlft'rF/in
Flash Ignition Temperature p 900 01929
Limiting Oxygen Index "LOI" %60 02863
EleC1rlcal Conductivity Non ConduC1or
Permissible Bending Deflectiona
BlazeMaster fire sprinkler piping, while classified as a rigid piping material, is inherently flexible allowing it to be deflected, within permissible -'
limits, around or away from object. during in.tallation. The maximum allowable deflections for BlazeMaster piping can be found in Tables J and K.
Table J - Permissible BendincfI IiefiectioJU SDR 13.5 m.F}
"Ben Jng"
{One End Restrained]
PIPII 2' Llngtll 01 Run (L) In II"
5' 7' 10' 12' 15' 17' 20' 25' 30' 35' 40' 45' SO'
Slzl Dllllellon (D) In Inchl.
lC' 1.3 7.8 15.4 31.3 45.1 70.5 90.6 125.4 195.9 282.1 383.9
l' 1.0 6.3 12.3 25.0 36.0 56.3 72.3 100.1 156.4 225.2 306.6 400.4
1lC' 0.8 5.0 9.7 19.8 28.5 44.6 57.3 79.3 123.9 178.4 242.8 317.2 401.4
1)( 0.7 4.3 8.5 17.3 24.9 39.0 50.1 69.3 108.2 155.9 212.2 2n.l 3SO.7 433.0
2' 0.6 3.5 6.8 13.9 20.0 31.2 40.0 55.4 86.6 124.7 169.7 221.7 280.6 346.4
2)( 0.5 2.9 5.6 11.4 16.5 25.8 33.1 45.8 71.5 103.0 140.2 183.1 231.8 286.2
3' 10.4 2.4 4.6 9.4 13.5 21.2 27.2 37.6 58.8 84.6 115.2 lSO.4 190.4 235.1
Table K - Permiuible Bending o.fiectionl SDR 13,5 (73.F)
"Snaking"
(Both EncU RestraJned) lft. -I
Llngth DI Run IL) In I.., ---- r
Plpl
SIzI 2' 5' 7' 10' 12' 15' 17' 20' 25' 30' 35' 40' 45' 50' din.
, "',1
DltllellOI (D) In Inch..
lC' .3 2.0 3.8 7.8 11.3 17.6 22.6 31.3 49.0 70.5 96.0 125.4 158.7 195.9
l' .3 1.6 3.1 6.3 9.0 14.1 18.1 25.0 39.1 56.3 76.6 100.1 126.7 156.4
1)( .2 1.2 2.4 5.0 7.1 11.2 14.3 19.8 31.0 44.6 60.7 79.3 100.4 123.9
1)( .2 1.1 2.1 4.3 6.2 9.7 12.5 17.3 27.1 39.0 53.0 69.3 87.7 108.2
2' .1 .9 1.7 3.5 5,0 7.8 10.0 13.9 21.6 31.2 42.4 55.4 70.1 86.6 ~ . lfl -I
2lf .1 .7 1.4 2.9 4.1 6.4 8.3 11.4 17.9 25.8 35.1 45.8 57.9 71.5 T
3' .1 .6 1.2 2.4 3.4 5.3 6.8 9.4 14.7 21.2 28.8 37.6 47.6 58.8 , din.
"-_l_-- -
.
Support and Hanger Recommendations.
January 2000
UL & C-UL File #Ex4470
/..
One Hole Strap
Some hangers designed for metal pipe are suitable for CPVC pipe. The hanger
shall not have rough or sharp edges which can come in contact with the pipe. Do
not Ule under sized hangers. Hangers with sufficient sizing shall be selected
based on pipe size (je; Hf' hangers for llf'pipe). Pipe hangers must comply with
,the appropriate Standard, NFPA 13, 13D, or 13R. whichever applies and should have
load bearing surfaces at least ~.. wide.
Some local codes may not allow plastic to metal contact. In this case, plastic
sleeves or vinyl electrical tape should be used to isolate the materials. S;...t't'ing
pipe overly tight to a structural member can cause damage to the pipe when
pressurized. Please ensure the pipe is held snug by the hanger. but is not
pinched or crushed in any way.
PLUMBERS TAPE OR J HOOKS ARE NOT RECOMMENDED WITHOUT SHIELD-
ING FOR ROUGH EDGES IN NFPA 130 APPLICATIONS.
Pipe Bracing with Standard Band Hanger.
Tolco, Inc. and Afcon make three hanger/restraining devices that are available for
use with Central BlazeMaster.
A "one hole strap", shown left, can function as a hanger and as a restraining
device. As a restraining device, invert the hanger so that the fastener is down-
ward. Installation in this manner will prevent upward movement of the sprinkler
head during activation.
A "two hole strap, shown left, can function as a hanger and as a restraining strap.
UL Listed CPVC hangers inco.jJv....~e features which protect the pipe from sharp
Two Hole Strap edges and ease installation. The hex head self-threading screw (furnished with
most UL Listed CPVC hangers) is easily installed using a rechargeable electric
drill and a !o{," socket attachment. No predrilling of a pilot hole is required.
Both Tolco Models 22 and 23 and Aicon Models 513 and 510 were designed and tested for CPVC plastic pipe only and are UL Listed for this appli-
cation. The Tolco Models 22 and 23. and Aicon Models 513 and 510 satisfy both support and vertical restraint criteria. For more information about
Tolco or Afcon products, consult the Central Sprinkler
,-. Company.
Temp 'F
73'
Table L · Support Spacing "L" (It.) CPVC SDB 13.5
Nomlnll Pipe Size
"" I 1" I 1%"
5~ 6 6~
1" "
7
2"
8
2Jr'
9
3"
10
Hanger/Support Spacing
Because Central BlazeMaster pipe is more rigid than
other types of plastic pipe systems, the support spacing
shown in Table L shall be adhered to when installing
the system. For exposed installations. Listed support
devices shall be used which mount the BlazeMaster
piping ~to the ceUing or side wall except
when using upright sprinklers per the installation
information on Page 11 of this manual
Surge Bestrainer
Table M · Support Spacing Distance
to an In Une Sprinkler Head Drop T..
Nomlllll Pipe Size Less thin 100 psi 1110 kPl) Griller thin 100 psi 1190 kPI)
* inch 4' 3'
1 inch S' 4'
1% inch 6' S'
1li inch 7' 7'
>1~ Inch 7' 7'
~
Vertical Restraint
When a sprinkler head activates, a significant reactive force is exert-
ed on the pipe, especially at system pressures greater than 100 psi.
The reactive force will cause the pipe to lift vertically if it is not proper-
ly secured, especially if the sprinkler drop is from a small diameter
pipe.
When a sprinkler drop is from *', I' or I W pipe, the closest hanger
should brace the pipe against vertical lift-up. A number of techniques
can be used 10 brace the pipe such as a standard band hanger posi-
tioning the threaded support rod to !-{, inch above the pipe or
using a split ring or a ......jJ-around hanger for restraint.
Note: Threaded rod shall not come in contact with CPVC when
installed. It is advisable to use lift restraint devices such as
those produced by Tolco and Afcon which prevent the
threaded rod from coming in contact with the CPVC pipe
as shown to the left.
'Local codes have Iinal authority on which types of hangers can be used.
Branch lines shall be braced at a distance from a tee or elbow to
prevent lift of sprinklers as shown in Tables M and N.
.
Janual'y 2000
UL & C-UL File 'Ex4470
When piping is suspended from a deck, hangers are
:equlred to suspend the pipe as well as provide vertical lift
'estraint. One hanger can serve as both. Drop locations
Jelween supports are acceptable in any location as long as
3-.:pport spacing is in compliance with Table M. Examples
~"">,~ere this type of hanging is used include: concrete
:e-:ks with rod and ring hangers, "pan decks" on I beams
":::-. 6eam clamps, or concrete anchors, and under wood
ISIS w:th straps or rod hangers. See Figure O.
When the piping is SU!-,.M ~ed by wood joists or trusses,
. '.e s:r'JCture provides the support, especially when the joists
::e close together. The only requirement with this type of
: ::--.st:ucnon is to provide vertical ro,,~~nt of the sprinkler
::;0 additional hangers on the line may not be required.
.',-~,en su!-,!-"".;ng CPVC piping below the deck. and when the
3~ pporting members are spaced far apart, it is important to
:::::lce for vertical restraint per Tables M and N. Drop location
:e-,veen supports are acceptable in any location as long as
.' ,ppon spacing is in compliance with Tables M and N.
Nominal Plpl Slzl
* inch
1 inch
lX inch
1~ inch
<l~inch
Tabl. N , Support Spacing to em
End Lin. Sprintl., Head Drop Elbow
LIU than 100 psi (190 kPa) Greatlr than 100 psi (690 kPa)
~ ~
lV ~
1'4' l'
~ l'
~ l'
_/
I Maximum T8bII M A
,. (R,fer,nce TlIbII M)'
I Anvdla1ancl
I . bllWM'llUIlPO/II
B
- - (ReI. TlIbII Nf
F1niahld CeIling LinI
/ ~
""
Support
L
Fig. 0 'Drop C.iling InstallatioJJ,
Maximum Table M
A
(Reference TlIbII M)'
Any distance
beIwewl aupporlI
B ..
(Ref. T_ N)
..
t ,J . ~"
Finished Ceiling Line
/
Fig. Q e Sprintl., Drop Pipe Adjacent to Tnw
I~~e~
1: ~ \ \ \ \ \
" /
Finished CeilIng Une
No upwetd rearMlt or hPger Ia required ~ aprinklenl.
I 2"-0' I
. . (on center) -
Wood Fram. Construction
Tn manufactured homes, additional hangers may be required to prevent pipe movement from thennal oAjJ"".sion. Please consult with your
,uthority Having Jurisdiction and Central's Technical Services Department for further infonnation.
'C?'lC pipe or fitting must be supported near a sprinkler head as shown in Tables M and N.
.
JanUClry ':::uuu
UL & C-UL File 'Ex4470
Underground Installation Specifications
,~
Pipe
Central Sprinkler BlazeMaster CPVC pipe complies with the requirements of ASTM F442 and standard dimension ratio (SDR) 13.5. C.ntral
BlazeMaster pipe ia Ol Liated and C.Ol Liated for a rated preaaure of 175 pai (1210 kPa) for underground aemee.
Fitting.
Central Sprinkler BlazeMaster CPVC fittings comply with the requirements of ASTM F438 (Schedule 40 socket) and ASTM F439 (Schedule 80
socket).
Primer/Solvent Cement
All socket type joints shall be made in accordance with Central Sprinkler's Installation Instructions using the "One Step" CSC-400 or CSC-
500 Solvent Cements or "Two Step" CSC-IOO Primer and CSC-ZOO Solvent Cement. Please refer to sections of this manual for Joining Central
BlazeMaster Pipe Systems which reference the application of these systems as well as page IZ for the standard practice for safe handling of
Primers and Solvent/Cements.
Note: When using Central Sprinkler BlazeMaster pipe and fittings, pipe and fittings must be installed in accordance with ASTM D2774. the
standard recommended practice for underground installation of thermoplastic pressure piping and ASTM F645. the standard guide
for selection, design and installation of thermoplastic water pressure piping systems, and all Central Sprinkler installation instruc-
tions contained within this document.
System De.ign
A Central BlazeMaster und"'\j.vund system shall be hydraulically calculated using a Hazen-Williams CoFactor of 150, and designed and
installed in accordcmce with the the "Installation of Sprinkler Systems:' NFPA 13, 1999 edition, and where appropriate the "Standard for Instal-
lation of Private Fire Service Mains and Their Appurtenances." NFP A Z4.
Installation Procedure.
The installation p.u,-"Jures detailed within apply to Central Sprinkler BlazeMaster CPVC pipe that has solvent cemented joints in size
ranging from 314' - 3'.
Inspection
,.. Before installation, Central Sprinkler BlazeMaster CPVC pipe and fittings should be thoroughly inspected for cuts, scratches. gouges or
split ends which may have occurred to the products during shipping and handling.
Trenching
The trench should be of adequate width to allow convenient installation, while at the same time being as narrow as possible. Minimum
trench widths may be utilized by joining pipe outside of the trench and lowering it into the trench after adequate joint strength has been
achieved.
Note: Please refer to Central Sprinkler's instructions for recommended set and cure times for solvent cemented joints as found in Tables U
through ZI of this installation guide. Trench widths will have to be wider where pipe is joined in the trench or where thermal expan-
sion and contraction is a factor. For additional details on "A"'.....sion and contraction, please see thermal expansion characteristics
on page 4 of this brochure. The following chart shows the trench width and minimum ground cover required lor underground
installation. .
Pipe Slzl
3' and Under
Trench Width
8'
Ground CDV'; Minimum
Light Trllflc I Hlavy Trllflc
12'-18' 30'-36'
All Central Sprinkler BlazeMaster CPVC pipe that is water filled should be buried at least IZ" below the maximum expected frost line. It is
recommended that Central Sprinkler BlazeMaster piping be run within a metal or concrete casing when it is installed beneath surfaces that are
subject to heavy-weight or constant traffic such as roadways and railroad tracks. '
The trench bottom should be continuous, relatively smooth and free of rocks. Where ledge rock, hardpan or boulders are encountered, it
is necessal)' to pad the trench bottom using a minimum of four (4) inches of tamped. earth or sand beneath the pipe as a cushion and for protec-
tion of the pipe from damage. Sufficient cover must be maintained to keep external stress levels below acceptable design stress. Reliability
and safety of service is of major importance in determining minimum cover. Local, state and national codes may also govern.
,-
Snaking of Pipe
After Central Sprinkler BlazeMaster CPVC pipe has been solvent cemented, it is advisable to snake the pipe according to the following
. "wu.mendations beside the trench during its required drying time. Be .apecially careful not to apply any atreaa that will diaturb the
undried loint. Snaking is necessal)' in order to allow for any anticipated thermal contraction that will take place in the newly joined pipe line.
Snaking is particularly necessal)' on the lengths of pipe that have been Solvent/Cement welded during the late afternoon of a hot summers
day, because the drying time will extend through the cool of the night when thermal contraction of the pipe could stress the joints to the point of
pull out. This snaking is also especially necessal)' with pipe that is laid in its trench (necessitating wider trenches than recommended) and is
back-filled with cool earth before the joints are thoroughly dl)'. The following chart shows the Pipe Snaking and the Loop Off Set in inches for
contraction.
.
Jitiluary 2000
UL & C-UL File jEx4470
Pipe Snaking
Loop Ollset lor Contraction (In Inches)
Cent_
Loop Length
20 Feet
50 Feet
100 Feet
Table R e Maximum Temperature Variation. 'F
Between Time of Solvent Welding and Final Use
10. 20. 30. 40. 50. liD. 70. 110.
3" 4" 5" 5" 6" 6" 7" 7"
7" 9" 11" 13" 14" 16" 17" 18"
18" 18" 22" 26" 29" 32" 35" 37"
lID. 100.
8" 8"
19" 20"
40" 42"
\
"'"
Back-Filling
Ideally, back-filling should only be completed early in the morning dUring hot weather when the line is fully contracted and there is no
chance of insufficiently dried joints being subject to contraction stresses.
The pipe should be uniformly and continuously supported over its entire length with firm. stable material. Blocking should not be used to
change pipe grade or to intermittently support pipe across excavated sections. Pipe is installed in a wide range of sub soils. These soils should
not only be stable, but applied in such a manner so as to physically shield the pipe from damage. Attention should be given to local pipe lay-
ing experience which may indicate particular bedding problems.
Back-filled material free of rocks with a size of W or less should be used to surround the pipe with 6" - 8" of cover. The back-filled material
should be placed in layers. Each soil layer should be sufficiently compacted uniformly to develop laterally passive soil forces during the back-
fill operation. It may be advisable to have the pipe under water pressure. 15 - 25 psi during the back-filling.
Vibratory methods are preferred when compacting sand or gravel. Best results are obtained when the soils are in a nearly saturated con-
dition. Where water flooding is used. the initial back-fill should be sufficient to ensure complete coverage of the pipe. Additional material
should not be added until the water flooded back-fill is firm enough to walk on. Care should be taken to avoid floating the pipe.
Sand and gravel containing a significant portion of fine-grained material such as silt and clay should be compacted by hand or prefer-
ably by a mechanical tamper. The remainder of the back-fill should be placed and spread in uniform layers in such a manner to fill the trench
completely so that there will be no unfilled spaces under or about rocks or lumps of earth in the back-fill. Large or sharp rocks. frozen clods and
other debris greater than 3" in diameter should be removed. Rolling equipment or heavy tampers should only be used to consolidate the final
back-fill.
Maintenance
Maintenance of Central Sprinkler BlazeMaster CPVC pipe and fittings for underground water service shall be in accordance with the
Standard for Inspection, Testing and Maintenance of Water Based Extinguishing Systems as defined by NFPA 25.
~
System Riser Installation Requirements
Blazemaster CPVC Pipe and Fittings for System Risers
Central Sprinkler Blazemaster CPVC pipe and fittings in size ranges 3/4" - 3" may be installed as system risers in Ol and C.Ol Listed
applications in accordance with NFPA 13D and NFPA l3R. The riser piping shall be protected by a minimum of one layer of 318" gypsum wall-
board or 112" plywood soffits. System risers employing BlazeMaster CPVC pipe and fittings shall Dot be installed exposed.
System Riser Installation Requirements
Central BlazeMaster CPVC pipe and fittings shall be installed in accordance with NFPA 13. Su!-,!-,u,; of Risers. and in conjunction with
these instructions.
Risers shall be supported by pipe clamps or by hangers located on the horizontal connection close to the riser. Only Usted hangers and
clamps shall be used. Vertical lines must be sU!-,!-,,,,,led at intervals to avoid placing excessive load on any fitting at the lower end of the riser.
Vertical piping shall be maintained in straight alignment with support at each floor level or at 10 foot intervals. whichever is less. Support can
be achieved by using riser clamps listed for this service. Do not use riser clamps which squeeze the
pipe and depend on compression of the pipe to support the weight. Hangers and straps shall not com-
press, distort, cuI. or abrade the piping and shall allow for free movement of the pipe to compensate for
thermal expansion and contraction of the CPVC pipe and fittings.
Modified
BI.z........r
~o~rJ~g Adhered
..,;
.
.ICUI p~:::larlo_Seat
-. Above
Sea.
Top View
Side View
.
Fig. S Field Modification for Ri.er CoIIar
for Vertical U.e
Fig. T Coupling Modification for Ri.er
vclilUcllY"'1J1J1J
UL & C-UL File NEx4470
System Riser Installation Recommendation
Central Sprinkler BlazeMaster CPVC pipe and fittings when installed in a system riser shall be supported by pipe clamps or hangers listed for
this seIVice. If possible, the clamps should be located just below a coupling so that the shoulder of the coupling rests against the riser clamp. If nec,
essary, a coupling can be modified and adhered to the pipe using solvent cement and used as a bearing support such that the shoulder of the fit-
ting rests on the clamp. See figures Sand T.
Upright Sprinkler Installation Specifi,cations
Primer/Solvent Cement
All socket type joints shall be made in accordance with Central Sprinkler's Installation and Technical Manual using CSC-400 or CSC-500
"One Step" Solvent Cements. When installing Central Sprinkler BlazeMaste~ CPVC products per the Specifications for Upright Sprinkler Installa-
tions, "One Step" CSC-400 or CSC-500 Solvent Cements shall only be used on all pipe sizes. Please refer to Page 14 of this manual, which refer-
ence the application of these Solvent Cement systems as well as Pages 12 and 13 of the manual for the Standard Practice for Safe Handling of
Primers and Solvent/Cements.
Requirements for Pipe, Fittings, Installations, System Design, and Maintenance are covered within this manual. Please read these sections
carefully prior to designing or installing Central BlazeMaste~ pipe and fittings for upright sprinkler installation. The installation of Central Sprin-
kler BlazeMaste~pipe and fittings for use with upright sprinklers is only UL Listed and is not C.UL Listed nor FM Approved.
Installation Requirements
Central Sprinkler BlazeMaster@pipeand fittings may be used with upright Quick Response sprinklers in NFPA 13, 13R and 13D installations.
Central Sprinkler BlazeMaster@ CPVC pipe and filtings shall be installed without protection (exposed) when subject to the following limitations:
I. Exposed pipe shall be installed below smooth flat horizontal ceiling construction.
2. The system shall be installed with listed Quick Response upright sprinklers having deflectors installed a maximum of 4' from the ceiling.
3. The sprinkler heads shall have a temt'c"..~..!re rating not exceeding 1550F.
4. The maximum distance from the ceiling to the centerline of the main run of pipe shall be 71t2'.
5. The distance from the centerline of a sprinkler head to a hanger shall be 3'.
Use of CPVC Products in Combustible Concealed Spaces with Specific Use Sprinklers
Product DelCription
The Central Sprinkler Model CC I Combustible Concealed Space sprinklers are specific application sprinklers designed to provide protection of
specific light hazard, combustible and non-combustible concealed spaces requiring sprinkler protection. The Central Sprinkler Model CC I Com-
bustible Concealed Space sprinkler is specifically UL Usted to provide protection of Central Sprinkler BlazeMaster@ CPVC pipe and fittings in com-
bustible concealed spaces.
Scope of Use
The Central Sprinkler Model CC I Combustible Concealed Space sprinkler shall only be used with Central Sprinkler BlazeMaster@ CPVC pipe
and fittings in accordance with the UL Usting for the product. Installation of the sprinkler system shall follow NFPA 13 for occupancies defined as light
Hazard per the Standard for "Installation of Sprinkler Systems" and shall follow the specific instructions of the Central Sprinkler Technical Bulletin for
the Model CCI Combustible Concealed Gt'y,-C sprinkler and the Central Sprinkler Installation Instructions and Technical Manual for Central Sprinkler
BlazeMaster@ CPVC pipe and fittings.
Requirements for Pipe, Fittings, Solvent Cement Systems, System Design, Installation, Freeze Protection, and Penetrating Fire Related Walls
and Partitions are covered in this manual. Please read these sections carefully prior to designing or installing Central Sprinkler BlazeMaste~ pipe
and fittings for specific use sprinklers. The installation of Central Sprinkler BlazeMaste~pipe and fittings with specific use sprinklers is only UL
Listed and is not C.UL Listed nor FM Approved.
Installation Requirements
Central Sprinkler BlazeMaster@ CPVC pipe and fittings may be used in truss construction. When using Central Sprinkler BlazeMaster@ CPVC
pipe and fittings in a concealed space, the bottom of the CPVC pipe running across or parallel to the bottom chords of the wood trusses must be no
greater than four inches 000 mm) above the ceiling. The CPVC piping may be used to supply the Combustible Concealed Space sprinklers.
Unless modified by the Central Sprinkler Technical Bulletin for the Model CCI Combustible Concealed Space sprinkler, the requirements of the
Central Sprinkler BlazeMaste~Installation Instructions and Technical Manual shall be met.
Restraint Requirements
When using I" (25 mm) or larger Central Sprinkler BlazeMaste~ CPVC piping, a hanger must be located at the truss nearest a sprig-up for pur,
poses of restraint. If using 314" (19 mm) or larger Central Sprinkler BlazeMaste~CPVC piping, all sprig-ups over 12" (300 mm) must be laterally
braced using methods described. in accordance with NFP A 13 Standards. All other requirements in the Central Sprinkler BlazeMaste~ CPVC
Installation Instructions and Technical Manual for hanger support spacing shall be met.
Proximity to Heat Producing Sources
Central Sprinkler BlazeMaste~ CPVC piping shall maintain a minimum lateral distance of IS" (450 mm) from the edge of a heat producing
source. For c^"",uple: fan motors, heat lamps, HV AC heat pump units, and hot air diffusers are considered heat producing sources.
.
January 2000
UL & C-UL File 'Ex4470
Garage Installation Specifications
Scope of Use
Garage Installation Specifications shall only apply for the installation of UL Listed BlazeMaster@ CPVC pipe and fittings in garages requiring
sprinkler protection per NFP A 13D and NFP A 13R. These Standards are defined in NFP A codes entitled 'One and Two Family Dwellings and Mobile
Homes' and in 'Residential Occupancies up to Four Stories in Height'. As referenced in NFPA 13D Section 4-6, Exception Number 3, "Sprinklers are not
required in garages, open attached porches. carports or similar structures." The installation of Central Sprinkler BlazeMaster-sprinkler pipe and fit-
tmgs lor use in garages requiring sprinkler protection per NFP A 13R is only applicable to the UL Listing of this product.
Requirements lor Pipe, Fittings, Solvent Cement Systems, System Design, Installation, Freeze Protection, and Penetrating Fire Related Walls
and Partitions are covered in this installation and technical manual. Please read these sections of the manual carefully pridr to designing or
Installing Central BlazeMaster- pipe and fittings for garage installations. The in.tallation of Central Sprinlder BlazeMClIte~pipe and fitting. in
garage. requiring .prinlderl i. only UL Li.ted and i. not C.UL Li.ted or FM Approved.
Installation Requirements
Protection: Central Sprinkler BlazeMaster@ CPVC pipe and fittings shall be installed concealed behind protection consisting of a minimum of one
layer of 318" thick gypsum wallboard or 11'2" thick plywood.
Sprinkler Requirement.: UL Listed pendent or sidewall sprinklers with a maximum temperature rating of 170 degrees F shall be utilized. All sprinklers
shall be installed per the manufacturer's published installation instructions. '
Installation Standard: The Usting for Garage Installations shall pertain to those occupancies defined by NFP A 13R.
~.
Handling &: Storage
Handling
Central BlazeMaster CPVC pipe and fittings are boxed for ease of handling and storage, minimizing the potential damage of pipe and fittings
due to transit and storage.
CPVC piping products have a lower impact strength as compared to metal piping products. Pipe fittings, cartoned or loose, should never be tossed
or thrown to the ground. Pipe should never be d.v}J}JcJ or dragged on the ground (ie; when unloaded from a truck) and should remain boxed until ready
for use. Impact cracks, splits or scratches can weaken or damage the pipe and fittings. Heavy or sharp objects should not be thrown into or against CPVC
pipe or fittings. When handling plastic pipe, please ensure that the pipe is well supported and sagging is minimized.
VERY COLD WEATHER wn.L MAKE PLASTIC PIPE AND t 1111l,GS BRITTLE.
EXTRA CARE DURING HANDUNG SHOULD BE TAKEN TO PREVENT DAMAGE.
Pipe and fittings should always be inspected for damage before actual installation. Pipe or fittings with cuts, gouges, scratches, splits or other
signs of damage from improper handling or storage should not be used. Damaged sections on lengths of pipe can easily be cut out using proper
techniques for cutting BlazeMaster CPVC pipe.
'.
Storage
Central BlazeMaster pipe (unboxed) must be covered with a non-transparent material when stored out of doors for extended periods of time.
Bnel exposure to direct sunlight on the job site may result in color lade, but will not affect physical properties. Central BlazeMaster pipe and fittings
can be stored in their original containers to keep them free from dirt and reduce the possibility of damage.
When storing inside, Central BlazeMaster pipe and fittings should be kept in a well ventilated area, away from steam-lines or other types of
heat sources. Central BlazeMaster pipe and fillings should always be stored in the original packaging to eliminate color fading and possible dam-
age until needed for use.
Pipe should be stored on a clean, flat surface that provides an even support for the entire length of the pipe. When palatized pipe is stored.
msure that the wooden pallet bracings are in full contact with each other. Loose pipe should be stored in Central packaging from previously used
CPVC BlazeMaster pipe. When storing pipe on racks, the racks should have continuous or close support arms to prevent the pipe from sagging. Plas-
tic pipe fittings should be stored in their original cartons, on pallets. The cartons should then be ... ~t'.,ed with thin plastic sheeting to prevent mois-
ture from causing the packaging to collapse. Pipe fittings should never be mixed in storage bins with metal fittings. Special care Ihall be taken to
avoid contamination of Central BlazeMaster pipe and fitting. with petroleum ba.ed product. .uch a. cutting or pacldngoU. that may be pre-
lent on metallic If.tem component..
Handling of Central BlazeMaster Cements and Primers
Safety and Health PrecautioDl: Prior to using CPVC primers and solvent cements, read the directions and take precautions found on the con-
tamer labels, material safety data sheets and Standard Practice for Safe Handling, ASTM F402. Cements and primers contain volatile solvents, which
ev::rporate rapidly. Avoid breathing the vapors and provide ventilation. If necessary, use a fan to keep the work area clear of fumes. Avoid skin or
eye contact. Keep the cement can closed when not in use. If the cement thickens beyond its original consistency, discard it. Do not attempt to dilute it
with primer or thinner, as this may change the character of the cement and make it ineffective. Caution: CPVC .olvent cement has a Umited .helf
life of approximately one to two YearI. Do not u.e the cement beyond the period ~ommended by the manufacturer not .tated on can.
Solvent/Cementing Instructions
Solvent cementing is the only method of joining rigid CPVC pipe and fittings which provides a chemically fused joint. Solvent cementing proce-
dures must be carefully followed. Field experience has shown that problems can occur with improperly solvent cemented joints. Follow the instruc-
tiODl preHnted below carefully. Do not omit any .tep. and eDlUr8 that all facet. of in.tallation are fully underltood prior to commencing work.
PleaH note the .pecific instructioDl and cure time. for the "One-Step" CSC-4QO and CSC-SOO Solvent/Cement. and the "Two-Step" CSC-lOO
Primer and CSC-200 are provided within thi. manual and mu.t be followed carefully. Central Sprinkler offers a demonstration program for
.mstallers which is outlined on Page 18 of this guide.
JciOuary ,c:.uuv
UL & C-UL File .Ex4470
Joining Central BlazeMaster Pipe Systems
Cutting: BlazeMaster pipe can be easily cut with a ratchet cutter,
wheel-type plastic tubing cutter or a power or other line toothed saw. To
ensure the pipe is cut square, a miter box should be used when using a
saw. Cutting the pipe as squarely as possible provides the surface of the
pipe with maximum bonding area. Caution should be taken,when cut-
ting CPVC pipe in cold weather as a ratchet cutter shall not be used
below SOT (lO'C) without warming the pipe.
:~-,:;",.~(~~~~.~~~,i~;,.::~~~;"';:__",~,;;, ':
,w~ '~'f:'oM"'"
!~G\:,~, .~:'" ....;,~:::.
_~J..' '.' ".." cHi."..,..".. j~..-."l
. ;,',~.~";;-<:,,~,.. ,~: '-"::'.-' ,~ '. :',.,;~. : ''"i ". _ ..
~';!::~";:"."~'i'iit' :''J~~i.~.~~~~t~'J,}~,t: "~~~:'l'~.'~;.":- .:~
~ .J ,:t.;jH~~~~~..;l., t-(O:;I;~~~' '::~. ,t,1';~"~J.l~..';)"C;:J;~,,~ ~i'.:,:,;".,.,~"~.,~~,,.'. '."Y";~""':'."
r" ." ,'. '"
.' .' - " . ,.....~. ~. "
~!':' ..."'":~
. '. ..' .:. .. .
. . :: ::..;;..~'_~,.\;;"'11_ :.:.~ ~/.i>j-r::~ .':.:'~;,: ',:r/ ..
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,".-'l'\.e;,":':t';i'
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Deburring: Burrs and filings can prevent
proper contact between the pipe and fitting
during assembly, and shall be removed
from the outside and the inside of the pipe.
A chamfering tool or file is suitable for this
purpose. A slight bevel shall be placed at
the end of the pipe as shown below. This will ease enlly of the pipe into the socket and mini-
mize the chance of wiping solvent cement from the fitting.
Fitting r, ... ... ..::.on: Using a clean dry rag, wipe loose dirt and moisture from the fitting
socket and pipe end. Moisture can slow the cure time, and at this stage of assembly, excessive
water can reduce joint strength. Check the dry fit of the pipe and litting. The pipe should enter
the fitting socket easily X to ~ of the way. If the pipe bottoms in the fitting with little interference,
use extra solvent cement in making the joint. Before applying primer and/or lolvent cement.
appropriate lafety precautionl Ihould be taken. Primer and cement must be ItOred between
4Q"F (U'C) and loo"F (38'C) and Ihould be kept in the Ihade. Eliminate all ignition loureel
and do not Imoke when uling. Avoid breathing vapors. Ule only with adequate ventilation:
explosion-proof general mechanical ventilation or localexhault il recommended to main-
tain vapor concentrations below recommendedexpolure limitl. In confiDed or partially
encloled .... .... a NIOSH -rr"~.ad w.lII....ic vapor cartridge relpirator with full face piece il
recommended. Containers of primer and lolvent cement Ihould be closed when not in ule.
Avoid frequent contact with skin by wearing PYA coated protection gloves and an impervi-
OUI apron are recommended. Contact with eyel can be avoided. Splalh proof chemical
gogglel are recommended. For further information refer to Material Safety Data Sheets for
Central BlazeMaster "Two Step" ese.IOll Primer and ese-20ll Solvent/Cement. and "One
Step" CSC-400 and CSC-500 Solvent/Cementl.
Estimating Primer and Cement Requirements: The following guidelines are provided to
allow estimation of Central BlazeMaster Primer and Cement quantities needed.
Fitting Slzl (In.)
*
1
1X
1*
2
2W
3'
Primer and Cement Requirements
One StlP Somnt Clmlnts Two Stlp Somnt Clmlnt
No. 01 Joints plr QUirt No. 01 Joints plr QUirt
260 270
170 180
125 130
95 100
65 70
40 50
30 40
Two StlP Prlmlr
No. 01 Joints plr QUirt
810
540
390
300
210
150
120
Note: Use of solvent cement products other than those recommended by the Central Sprin-
kler Company will void its warranty on BlazeMaster pipe and fittings.
--
"Two-Step" CSC-1OO Primer Application: Central BlazeMaster CSC.lOO primer is needed to
prepare the bonding area for the addition of the CSC-200 cement and subsequent assem.
bly. It is important to use a proper applicator - a dauber or paint brush approximately ~ the
size of the pipe diameter is appropriate. A rag must not be used. Apply Central BlazeMas-
ter CSC-lOO primer to the outside of the pipe end and the inside of the fitting socket, re-dip-
ping applicator as necessary to ensure entire surface is tacky. Over application of CSC-
100 primer can over-Ioften the pipe wall or fitting lOCket and can caulejoint failure
when prellurized. Please ule extreme caution to enlure over-application of CSC-loo
primer is avoided.
. ...
. ~~ '..' '- '
't,.., ~., f!,.' "'-?xli" .--,...
. \...}t-~~'i i~' ~~"fl ~ ~_'~H""
.:; , ,\" "'
.. ,- .
. . . ,
" ~.~" ~-:
t ..,:,',
. . ',' .~'"'
';:7it.;;:;".. :':;.:::~. . .' . '..
~"'-"''''~''.--. 'f"'>;' ..;-....,...".'. ..... 'r','
:::::3.iE:::;.~;.:.::',:. ..' :~;-~1'~:~,~, ,~,....,,~
f}{Jita.i- ',' . j1-~"~ v.{ .~~ ;
:',~~.;'t$t'.1"1;' .. :','-!. ;),;';"/ >: .; '. ~
.
J<;lnuary 2000
UL & C-UL File #Ex4470
"Two-Step" CSC-200 Solvent/Cement Application: Central BlazeMaster ese.zoo solvent/cement must be applied when the pipe surface is
stilltaclcy (not wet) from the primer. Joining surfaces should be penetrated and softened. Central BlazeMaster cement should be applied with a nat-
ural bristle brush ~ the size of the pipe diameter. A dauber may be used to apply cement on pipe sizes below 2 inches. For pipe sizes 2 inches and
above, a roller is available to apply the cement. Apply a heavy, even coat of CSC-200 cement to the outside pipe end. Apply a medium coat to the
fitting socket. If there was little interference when the dry fit was checked, a second application of cement should be made to the pipe end.
"One-Step" CSC-400 and CSC- 500 Solvent/Cement Application: Joining surfaces shall be penetrated and softened with Central BlazeMas- j
ter CSC-400 or CSC-SOO solvent/cements. Cement must be applied to the pipe and fittings. Cement shall be applied (worked into pipe) with an .
applicator ~ the size of the pipe diameter. Apply a heavy, even coat of cement to the outside pipe end. Apply a medium coat to the fitting socket.
Apply a second cement application on the pipe end. (Apply cement on the pipe end, in the fitting socket, and on the pipe again.) It is important to
insure sufficient penetration of the solvenVcement into the pipe and fitting surface(s) by wiping the cement with the dauber until the pipe markings
have been removed from the pipe surface. Usually 3-5 rotations around the pipe with the dauber are sufficient to achieve 1-""'1-'0' softening.
Auembly: Immediately insert the pipe into the fitting socket. while rotating the pipe J( turn. F\ "1-'''' Iy align the fitting for the installation at this
time. The pipe end must reach socket bottom. Hold assembly for 10 to 15 seconds to ensure initial bonding. A bead of cement should form around the
outside of the pipe and the shoulder of the fitting. If this bead is not continuous around the socket shoulder, it may indicate that insufficient cement
was applied. If insufficient cement is applied, cut out the joint. discard the fitting and begin once again. Cement in excess of the continuous bead
should be wiped off with a rag.
Set and Cure Times: Central BlazeMaster solvent cement cure times are a function of pipe size, temperature, relative humidity, and
tightness of fit. Drying time is faster in drier environments, smaller pipe sizes, high temperatures and tighter fits. The aaHmbly must be
allowed to set. without any stress on theloint. for I to 5 minutes, Larger sizes require longer set times. Following initial set period, the
assembly can be handled carefully avoiding significant stresses to the joint. Refer to the following tables for minimum cure times prior to
pressure testing.
ese 100 & ese 200 '7wo Step" Solvent Cement
Table U · 225 pli (maximum telt pressure)
Pipe Size 4QOF-1200F O.F-390F
3/4' .2' 48 hours See Note 1
2112".3" 96 hours See Note 1
ese 400 and eSe-SOD "One Step" Solvent Cements
Table V · 100 pli (maximum) Test Pressure
Pipe Ambient Temperature During Cure Period
Size 60.F-120.F 4QOF-5110F O.F-3l1.F
W 15 minutes 15 minutes 30 minutes
l' 15 minutes 30 minutes 30 minutes
1l( 15 minutes 30 minutes 2 hours
See Nole 3 for use of lhese products.
See Nole 2 and 3 for use of these products.
ese 400 and ese.soo "One Step" Solvent Cements
Table W · 200 pli (maximum) Test Pressure
Pipe Ambient Temperature During Cure Period
Size 600F-120.F 4QOF-511.F OOF-3110F
W 45 minutes 1 ~ hours 24 hours
l' 45 minutes 1 ~ hours 24 hours
1l( 1~ hours 16 hours 120 hours
1 !of' 1~hours 16 hours 120 hours
2' 6 hours 36 hours See Note 1
2!of' 8 hours 72 hours See Note 1
3' 8 hours 72 hours See Note 1
See Note 2 and 3 for use of these products.
ese 400 and ese-soo "One Step" Solvent Cement
Table X · 225 pli (maximum) Test Pressure
Pipe Ambient Temperature During Cure Period
Size 600F-120.F 40.F-5110F O.F-311.F
W 1 hour 4 hours 48 hours
l' 1 !of" hour 4 hours 48 hours
1l( 3 hours 32 hours 10 days
1 !of' 3 hours 32 hours 10 days
2' 8hours 48 hours See Note 1
2!of' 24 hours 96 hours See Note 1
3' 24 hours 96 hours See Note 1
\
...J
See Note 2 and 3 for use of these products.
.
Note 1: For this size pipe and fitting, the primer (if applicable) and solvent cement can be applied at temperatures below 400F ( 4.50Cl,
however, the sprinkler system temperature must be raised to a temperature of 400F ( 4.50C) or above and allowed to cure per the
above recommendations prior to pressure testing.
Note 2: Do not mix CSC-400 and CSC-500 "One Step" Solvent Cements with one another as each is a different formulation and has not
been investigated for performance.
Note 3: LPCB Approval does not recognize nor accept the use of the UL and C-UL Listed CSC-IOO and CSC-2oo "Two Step" Solvent
Cement process as only "One Step" CSC-400, and CSC.5OO Solvent Cement products have been tested and approved for use.
Special Notes: The cure time can be accelerated with Solvent Cement systems by use of external heating methods to warm the surface
of the pipe and fittings to temperatures of 400F (4's"C) or higher. Caution shall be used in heating surfaces of pipe and fittings due to
the flammable nature of SolvenVCement. Use of excessive heat on cold Central Sprinkler BlazeMaster pipe and fittings can cause the
piping system to snake and bend, thus moving unanchored drops and pipe runs.
Extra set and cure time should be allowed in colder temperatures, In extremely hot temperatures, make sure both surface. to be
joined are still wet with cement when pu"ing them together,
Preuure Testing the System: Once an installation is completed and cured per the .owu.mendations, the system shall be pressure tested at
200 psi (1379 kPa) for two hours, or at SO psi (345 Kpa) in ".....".,.., of the static pressure, when the maximum water pressure to be maintained in the sys-
tem is in excess of ISO psi (1,034 Kpa), in accordance with the requirements established by NFPA Standard 13, l3R. 13D or 24 as applicable. (Note: 175
psi (1210 kPa) is the maximum rated continuous working pressure.) Sprinkler systems in one and two family dwellings and mobile homes may be
tested at line pressure in accordance with the requirements established by NFP A 13D, Section 1-5.4.
When pressure testing the system, the sprinkler system shall be filled with water and the air bled from the highest and farthest sprinkler
heads before test pressure is applied. Air or compressed gas should never be used for pressure testing, If a leak is found, the fitting shall be cut
out and discarded. A new section can be installed using couplings.
Warning: Sprinkler heads shall be installed only after all the CPVC pipe and fittings, including the sprinkler head adapters, are solvent
.J.
--..--'/ ...---
UL & C-UL File .Ex4470
welded to the piping and allowed to cure for a minimum of 30 minutes. Sprinkler head fittings should be visually inspected and probed with a
wooden dowel to insure that the water way and threads are clear of any excess cement that may restrict the flow of water before installing the
sprinkler head. Once the installation is complete and cured per Table. U. V. W. or X. the system shall be hydrostatically tested. It is an unaccept-
able practice to install sprinklers into the head adapter fittings and then solvent cement to the drop.
~
Transition to Other Materials
Female brass insert thread adapters, grooved pipe adapters or Ilanges shall be used when connecting a Central BlazeMaster system to other
piping materials. Special brass threaded adapters are used for connection to sprinkler heads.
A thread sealant should be used when making a threaded connection. TFE (Tellon) thread tape is the only recommended sealant and must be
used with all threaded connections. The use of other thread sealants may result in damage to the BlazeMaster CPVC. Tellon tape should be
wrapped in the direction of the threads for the entire length of the thread. Generally, 2 to 3 wraps is sufficient to obtain a leak free seal.
Cautions For Transition to Other Material.
Care must be taken when transition is made to dissimilar materials. Bra.. in.ert. u.ed in male and female threaded and grooved CPVC
adapters may create galvanic reaction with .teel and iron drop nipple.. pipe. and ca.t Btting. in certain water condltioDl. U you are un.ure of
the potential for galvanic reaction to occur. verify the water condltion and conductivity of the water being u.ed in the .prinkler .ystem piping
prior to installation. Bra.. threaded nipple. are recommended when u.ing bra.. inserted threaded BlazeMastere CPVC Bttings to reduce the
potential of galvanic reaction caused by dissimilar metal..
Care must be taken to avoid over-torquing - usually I to 2 turns beyond finger tight is all that is required to make up a threaded connection.
Central Sprinkler recommends between 14 and 21 foot pounds of torque to achieve a leak free seal. Note: Torquing on the body of the .prinkler
head adapter or female adapter without holding back on the bra.s threaded connector may damage the fitting and will void the published
CSC w_._ty. When transitioning from steel piping systems to a BlazeMaster CPVC piping system via .. u' ad coupling adapters. female
adapters. or Dange.. caution must be taken to ensure that all hydrocarbons and/or cutting oil. are removed from the system piping as petro-
leum ba.ed substances caD stress fail CPVC products causing leakage and/or breakage. The instructions for transitioning to other materials
are specifically for Central sprinkler produced BlazeMaster CPVC fillings. Should other Listed BlazeMaster CPVC fillings be used in conjunction
with Central Sprinkler BlazeMaster CPVC products, please consult the fitting manufacturer's installation and design manuals.
~
nanged Connections
Piping runs joined by Ilanges shall be installed in a straight line position to avoid over stressing the Ilange due to misalignment. Piping must
also be secured to prevent lateral movement which can create stress and damage the flange.
A. With gasket in place, align the bolt holes of the mating flanges by rotating the ring into position. (Consideration should be given to align-
ment of a One-Piece Flange prior to joining with pipe.)
B. Insert all bolts, washers (two standard flat washers per bolt), and nuts.
C. Make sure the faces of the mating surfaces are Ilush against gasket prior to bolting down the Ilanges.
D. Tighten the nuts by hand until they are snug. Establish uniform pressure over the flange lace by tightening the bolts in 5lt-lb increments
according to the sequence shown in Fig. Z3 following a 1800 v~~v.,ing sequence.
E. Care must be taken to avoid "bending" the Ilange when joining a Ilange to a "raised face" Ilange, or a wafer style valve. Do not use bolts to
bring together improperly mated Ilanges.
Caution: Unnecessary over-torquing will damage the flange.
FII",I
SlDlln.)
~H"
2-3
Table Z2 . Recommended Bolt Torque
.olt To",u,
Dllm.ter (In.1 tit. I-I
" 10 -15
~ 20 - 30
I
, . ,'7,L.1'~'~~...
'( , J 1.-.4", . ;;;r].k~sA-<>'~\":'~/~ ~1-.~~
:(. ;:. .("~". ';~'~'-t '
'~. t~r (c..... 'l"V:::t;'..t;t. _':"~~_
..,." ih.~-'i\ I",
;" ,il \;;'C<!'.~, ~
..,:::::~~;~~;;':;
-"<'i,;~~
Fig. Z3
Tightening Sequence lor Flange Bolt
Torque given is for dry, non lubricated bolt, standard washers, neoprene lor thick full lace gaskel.lf lubricant (non-petroleum based) is used.
torque levels may vary. Bolts, nuts, washers and gaskets are not furnished. Actual field conditions may require a variation in these recommen-
dations.
~
.
Jar\uary 2000
UL & C-UL File ,Ex4470
Grooved Coupling Adapters
The following procedures are recommended for proper assembly of the Grooved Coupling Adapter. READ THESE INSTRUCnONS
CAREFULLY BEFORE BEG..~.\..~G INSTALLATION.
1. Inspect the fittings and pipe to insure that they are sufficiently free from indentations, projections or roll-marks on the gasket seating "',....., of
the fitting and pipe. The pipe should be squarely cut. Any loose scale, paint and/or dirt must be removed from the groove and seating surfaces \
prior to assembly. U.. a .tcmdard grade EPDM.A' compound that iI.uitable for wet fire .priDlder ..rvice. A flexible coupling Ihall be UHCi .1
with grooved coupling adapters .uch aa the Central Figure 705 or 'm G.. . . I . J flexible coupling. Caution: U.. of rigid .tyle coupling.
may damage the .... . ., J coupling adapter. Conault the .... . . , . j coupling manufacturer for ~.. . ~ ,.. ..lection.
'See manufacturer for temperature ralings.
2. Make sure the gasket Is clean and free of any cracks, cuts or other defecls which may cause leaks. Lubricate the gasket with a vegetable
soap-based gasket lubricant such as IPS Weld On GasketIJoint Lubricant #787 which is supplied by Central distribution locations. Caution:
U.. of petroleum baaed lubricant. will damage the gaaket and may damage the ad "o1l... re.ulting in .tre.. failure of the CPVC hoUl'
ing. A gaaketIJoint lubricant i. recommended to prevent pinching the ga.ket and to aa.i.t in seating the gaaket during the alignment
~..... IL Apply the appropriate lubricant to the gaaket lip. and exterior .urface of the gaaket.
3. Place the gasket over the metal pipe ends, being sure the gasket lip does not overhang the pipe end. Insert the CPVC grooved coupling
adapter into the gasket. Make sure that the gasket Is centered between the two grooves. No portion of the gasket should extend into the
grooves. Caution: Make .ure the ga.ket i. not pinched between the pipe and fitting. '
4. Place the metal housing over the gasket, making sure the metal housing key Is into the grooves on the metal pipe and the CPVC coupling
adapter. Insert the bolts and hand tighten. Tighten the bolts alternately and equally until the bolt pads are touching metal-te-metal. In com-
pleting a proper joint, the gasket is also slightly compressed adding to the strength of the seal from the gasket's durometer.
5. lnspect the joints before and after pressure testing. Look for gaps between the bolt pads and for housing keys that are not inside the grooves.
Penetrating Fire Rated Walls IE Partitions with Central BlazeMaster Piping
Consult the Authority Having Jurisdiction and building codes prior to penetrating fire rated walls and partitions. Several through-penetration
firestop systems are UL Classified for use with CPVC pipe. Central Sprinkler recommends the use of BlazeMa.ter Caulk and Walke for use with its
BlazeMaster@ pipe and fittings as this caulking product contains a water based intumescent which will not harm the CPVC compound as verified
by BFGoodrich. For further information on Firestop systems, contact the Central Sprinkler Company or BFGoodrich.
Other Design Criteria
Central BlazeMaster piping systems shall be designed and installed so that the piping is not closely located to heat producing sources, such as
light fixtures, ballasts and steam lines. Pipe must not be positioned directly over open ventilation grills. Finally, during periods of remodeling and
renovations, appropriate steps must be taken to protect the piping from fire exposure if the ceiling is temporarily removed. \
Since BlazeMaster plastic is flexible compared to metallic sprinkler pipe, it has greater capacity to withstand earthquake damage. In ,-,,0..., sub- .."J."
ject to earthquakes, Central BlazeMaster systems should be designed and braced in ",,",,,,,Jance with local codes and NFPA Standard 13. For informa-
tion regarding Bending Deflections and Snaking Deflections for given lengths of CPVC SOH 13.5 pipe, refer to Tables J & K on Page 6.
Freeze Protection
Whenever possible, Central Sprinkler BlazeMaster@ CPVC systems are recommended to be protected using Batt Insulation and building con-
struction techniques which ensure adequate freeze protection and wind blocking. Batt insulation guidelines are provided by most local Authorities
Having Jurisdiction with recommendations for NFP A 13D installations provided in the Appendix of the Standard. Local building code and Authorities
Having Jurisdiction requirements mUlt be followed carefully as misplaced or inadequate insulation and wind blocking can create localized freeze of
the system piping which can result in damage to the structure and piping system. When adequate insulation and wind Dlocking are not available,
Central BlazeMaster@ pipe and other Usted BlazeMaster fittings can be protected with Glycerine antifreeze solutions only as outlined by NFP A 13 in
areas that are subject to freezing. The guideline. provided below eould be followed when providing freeze protection for Central SpriDlder Blaze..
Maate.e CPVC pipe and flttingL
· The use of glycol based antifreeze solutions Is specifically prohibited for use with BlazeMaster@ CPVC systems.
. Prior to using Glycerine Antifreeze, consult the Local Authority Having Jurisdiction on the use of antifreeze solutions in fire sprinkler applications.
. Glycerin Antifreeze should only be used in Central Sprinkler BlazeMaster@ CPVC systems when purity levels of 96.5 USP Grade or higher are
achieved. There are many manufacturers and distributors of Glycerine antifreeze, thus OAl. ..",e care should be used when purchasing
Glycerine antifreeze to ensure purity. Obtain material certifications and check the labeling on antifreeze solutions prior to usage in Central
Sprinkler BlazeMaster@ CPVC systems.
. Glycerine antifreeze stored or mixed in contaminated barrels or containers may have serious and detrimental affects on the performance of
Central Sprinkler BlazeMaster@ CPVC products. Contaminated Glycerine can .tre.. fall CPVC product. caUling leakage and deterioration
of the piping ayatem.
· Glycerine and water solutions must be mixed properly and completely. If mixing an antifreeze solution for the piping system from
concentrate/pure Glycerine antifreeze, you must completely agitate the antifreeze and water to ensure p."t'''' mixing. Glycerine antifreeze
must not be pumped into the piping system with water without being fully_mixed to ensure that the solution does not llo......"'la thus causing
localized freeze of the system piping and increased chance of leakage in system components. Properly mixed Glycerine antifreeze and water
solutions will not separate.
· Glycerine antifreeze should never be introduced into a piping system without mixing with water (excepting premixed solutions), since Glycerine ~
antifreeze tends to thicken near 32 d"\j' ..0" Fahrenheit (0 dO\j' ccs Celsius) thus in..., o.....,J}g viscosity and reducing freeze protection.
. Do not hydro test Glycerine antifreeze designed sprinkler systems with water only prior to introducing Glycerine antifreeze as the potential for
freezing in the drops is increased as the Glycerine solution will not fully mix with l,,,,t't'''.:i water in sprinkler drops and sprinkler system low
points.
.
January 2000
UL & C-UL File lIEx4470
,.-
· A Glycerine antifreeze sprinkler system is more prone to leakage than a water only sprinkler system. Glycerine antifreeze characteristics
increase the capacity for leakage which can be successfully addressed by using care when making threaded connections by utilizing high
quality teflon thread tape, and by ensuring sufficient torque is applied to the male and female threads being mated together. (See
Recommended torque values for making threaded connections on page 15). Do not use fittings or sprinklers with damaged threads in
glycerine systems, as the damaged threads create increased leakage potential.
· Glycerine antifreeze can be cleaned with alcohol based cleaners. Prior to using any cleaner on a surface, please ensure compatibility with
the surface material to be cleaned. If compatibility with the surface to be cleaned is questionable, a small section of the surface should be
spot cleaned prior to wide spread application of the cleaner'.
NFP A References:
· NFPA 13 Section 4-5.2.3 indicates glycerine antifreeze solutions shall be prepared with a freezing point below the c"...o~lad minimum temperature
for the locality.
· NFP A 13 Section 4:-5.2.3 also indicates antifreeze solutions shall be checked by hydrometer with suitable scale or refractometer having a scale
calibrated for the antifreeze solution used.
. NFPA 13 Section 4-5.3.2 requires the un of "'t'.. ..lion chamben to accommodate for the expaDlion of the antifreeze IOlution when connection
between the antifreeze iyltem and wet pipe iyltem in..w'l"w._t.s the use of a bacldlow ,~i, "..tiondevice.
· NFPA 13 Appendix M-5.1 recommends the use of antifreeze in sprinkler systems not ,..., ,ding 4Q gallons (l51L).
. NFPA 13 Section 4-5.1 states "the use of antifreeze solutions shall be in conformity with state and local health regulations".
Batt Insulation Requirements and Suggestions
Many jurisdictions recommend the use of batt insulation for freeze protection in place of antifreeze solutions. These jurisdictions typically publish
recommended batt insulation installation guidelines which provide the minimum thickness of insulation to be utilized. These minimum insullation rec-
ommendations should be followed. lnsullation requirements may vary by geographic area given climate conditions. Batt insulation is used to maintain
a minimum water temperature in the sprinkler piping of 400F or 30C. The minimum insulation ,,,,-uu,mendations pictured in the Appendix of NFPA 13D
are shown primarily for pip'ing wood frame ceilings with an unheated attic or an un-insulated roof above. Many jurisdictions do not allow the installa-
tion of water filled sprinkler piping in unheated outside walls. Consult with your local Authority Having Jurisdiction prior to installing batt insulation for
freeze protection with Central Sprinkler BlazeMaster@ CPVC products.
~
Batt Insulation Installation Recommendations
NFPA I 3D, The Standard for the Installation of Sprinkler Systems in One and Two-Family Dwellings and Manufactured Homes, Appendix A-4-3.1
recommends the following guidelines for use of batt insulation:
. "In areas subject to freezing, care should be taken to cover sprinkler piping completely in unheated attic spaces with insulation. Installation
should follow the guidelines of the insulation manufacturer." (Figures A-4-3.1 (a) through (e) show several installation methods that can be
considered.)
. A-4-3.l (a) "It is important that the insulation be installed tight against the joists. In unheated areas, any spaces or voids between the insulation
and the joists causes the water in the fire sprinkler piping to freeze."
. A-4-3.l (b) "For ,.uO"'"' having temperatures of QOF (-180C) or lower, an additional batt of insulation covering the joist and the fire sprinkler
piping should be used. If this is not done, locnli.,,,,r!. freeze-ups can occur in the sprinkler piping."
. A-4-3.l (c) "Boring holes in the joist is one of the methods for locating the fire sprinkler piping in the ceiling. As an alternative, when tempera
tures are expected to be QOF (-180C) or lower, loose pieces of insulation should be stuffed in the bored holes around the piping."
. A-4-3.l (d) (e) "Care should be taken to avoid compressing the insulation. This reduces its R value. To prevent potential freeze-ups of the
sprinkler piping, the insulation should be tight against the joists."
Minimum insulation R value requirements are typically between RI9 and R30; however, the minimum requirements must be verified with the
Authority Having Jurisdiction.
Central BlazeMaster Systems and Penetration of Metal Studs
Please use extreme care when passing Central Sprinkler BlazeMaster@ pipe and fittings through metal studs as the sharp cut edges of these studs
can scar or puncture thermoplastic pipe. Central Sprinkler recommends the use of rubber or plastic gromets such as those commonly used in the plumb-
mg industry for protection of the pipe when passing through such spaces. Please consult your local Authority Having Jurisdiction for additional informa-
tion regarding the protection of thermoplastic pipe when passed through metal studs.
Solvent Cement and Primer Spills
The best protection from accidental spills of cement or primer is to protect the work area with drop cloths. If cement or primer comes in contact with
fiberglass tub/shower enclosures, """",01 or furniture, the excess cement or primer must be wiped up immediately before it sets. Once the cement or
primer is dry, it is almost impossible to remove, especially the purple stain in the CPVC primer.
Immediate use of soap and water or a mild cleaner such as "Ajax" or "Comet" will remove the stain of the primer from a fiberglass tub/shower sur-
face. Whatever method is used, test it on a small hidden area first to see if it removes the shine or color or softens the surface. U this happens, do not use.
The use of solvents such as alcohol. M.E.K., or acetone will usually work on tile sinks or floors but can do more damage than good on some synthetic
~ materials. Caution should be used when trying any solvent to remove cement or primer from any surface. Always protect the work area before you start.
both under and around where cement or primer spills can cause irreparable damage.
Joining Central BlazeMaster CPVC in Cold Weather
Central Sprinkler Blazemaster CSC-2oo, CSC-4OD, and CSC-5OD solvent cements are ",......,u/ed for cold weather usage down to QOF (.170C). The
bonding of pipe and fittings is a function of temperature and time, so therefore very cold weather requires proper care and extra time be taken in joining
pipe and fittings. Very cold weather will make Central BlazeMaster pipe and fittings brittle, extra care should be taken to prevent damage during han- .
ciling.
J~nuary 2000
UL & C-UL File #Ex4470
Caution: Ratchet type cutters should never be used on pipe below SO.F (lO.C) without warming the pipe first. Ratchet cutters tend to
leave hair line cracks on the end of the pipe in cold weather. Additionally, dull pipe cutters should be checked as they may
break the pipe prior to cutting through completely.
Follow the installation instructions when working in cold weather taking special note that solvents penetrate and soften the surfaces more
slowly than in warm weather. (Assembly temperatures below O.F (-17.C) are not in accordance with the UL and C-UL Ustings.) Colder temper- -.I
atures require greater cure time due to the slower evaporation of primer in solvent cements.
Cure charts are found in Tables U, V, W, and X. The following recommendations should be followed when cementing during cold weather.
I. Carefully read and follow all directions before installation.
2. Prefabricate as much of the system as possible in a heated working area.
3. Store cements and primers in a warmer area when not in use and make sure they remain fluid. Do not allow the cement to freeze or
become "jelly-like". Gelled cement shall be discarded.
4. Take special care to remove moisture, including ice and snow.
5. Always use Central CSC-loo primer to soften the joining surfaces before applying Central CSC-2oo cement if using the "Two Step"
process.
6. When using Central CSC-400 or CSC-500 "One Step" solvent cements, Primer shall never be used.
7. Allow a longer cure period before the system is used.
Joining Central BlazeMaster CPVC in Hot Weather
CPVC solvent cements contain volatile solvents. Higher temperatures and/or wind accelerate evaporation. Pipe stored in direct sunlight
may have surface temperatures 0120'F to 30'F above air temperatures. Solvents attack these hot surfaces deeper, therefore it is very important
to avoid puddling the primer or cement inside the fitting socket. Always ensure that the "A"''''>s cement and primer are wiped from the outside
01 the joint. Follow the standard installation instructions and take special note 01 the tips and cautions below.
1. Please reler to Table C on page 4 lor the appropriate temperature related expansion and contraction inlormation.
2. Store solvent cements and primers in a cool or shaded area prior to use.
3. U possible, store pipe and fittings, or at least the ends to be solvent welded, in a shady area before cementing.
4. Make sure that both surfaces to be joined are still wet with cement when putting them together. With larger size pipe more people may
be required to complete application successfully.
5. Carefully read and follow all directions before installation.
Helpful Tips Page No.
· Do not thread, groove, or drill into BlazeMaster pipe.
· Always use tools specifically designed lor plastic pipe and littings. ......................... . 13
. Reier to Tables lor Thermal Expansion when large temperature changes are encountered. . . . . . . . . . . . . . . . . .' . 4
· Always chamfer and debur CPVC pipe prior to installation. ........... . 13
. Do not use ratchet type cutters in temperatures below 5O'F (lO.C) without warming pipe. 13
. Air shipment 01 cement and primer is strictly prohibited by law. ........ 13
. When bottoming a joint. rotate !4 turn if possible. U a particular
alignment is required, dry mark your pipe and/or use the hash marks on the fittings. 14
. When solvent cementing, avoid sources 01 heat or open flame. ........ 13
. PV A-coated protection gloves are recommended lor use while solvent cementing. U hands come in contact with
solvent cement. use a waterless abrasive soap. . . . . . . . . . . . . . . . . . . . . . . . . . . 13
DO NOT SMOKE.
. Always hold the pipe end and litting socket downward when applying primer and cement to prevent the solvents
lrom running into the pipe or litting socket. .......................... .14
. Do not bend, twist or pressure test a BlazeMaster system until the recommended cure time has elapsed. . . . . . 14
. Do not get solvent cement and primer in sprinkler heads and threads. . . . . . . . . . . . . . . . . . . . 15
. Acetone. alcohol, or ME!< (Methyl Ethyl Ketone) may be used to clean accidental spills of primer and cement from certain surfaces. 17
· Batt Insulation is the prelerred methcxl 01 insulation lor Central BlazeMaster CPVc. Glycerine Antifreeze is the only approved antifreeze
solution that can be used with CPVC prcxlucts. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .16-17
Material Safety Data for Primer Solvent Cements
Please review the Material Safety Data Sheets contained within this guide. As with all toxic products, extra precaution should be taken during
use and all directions followed.
TraininglDemonstration
Central Sprinkler Company strongly recommends that installers receive hands on demonstration in the tJ,vtJ"r procedure(s) for installation 01
BlazeMaster sprinkler systems. On-site demonstration in proper pipe pr"l^'"..aon, solvent cementing, proper handling of CPVC and installation
instruction is available from Central Sprinkler Company at no charge. Upon completion 01 the BlazeMaster demonstration program, Central Sprinkler
will issue a completion card to the persons successlully finishing the required subject matter. This demonstration card is to be carried when work:-
ing on BlazeMaster CPVC systems. For information about on-site demonstration, please contact your local Central Sprinkler Distribution Center or
your Central Sprinkler sales representative.
.
CENTRAL SHB1/S012-S032 2-99
CPVC Hangers
Head Set™ Mounting Bracket
No Block™ Hanger
Manufactured for: Central Sprinkler Company
451 North Cannon Avenue, Lansdale, Pennsylvania 19446
~ Product r;I Technical
~ Description iIII ~ Data
The Central Model 8HB 1 Head 8et
Hanger and the BlazeMaster CPVC No
Block Hanger offer revolutionary time
saving installation methods for the
hanging of BlazeMaster CPVC pipe and
for proper pre-placement of the sprinkler
head before the ceiling is installed. The
SHBI also provides vertical restraint of
the Sprinkler Head eliminating the need
for additional hangers. By aligning the
appropriate serration on the depth tab
with the bottom of the ceiling joist, the
installer is assured of the desired and
uniform finish to the sprinkler head
location being positioned in the ceiling.
Due to the unique design of the 8HBI,
"blocking" is not required to offset the
centerline of piping to accomodate the
sprinkler escutcheon from the side of the
joist.
The No Block BlazeMaster CPVC
Hanger is a simple two-hole strap for
hanging BlazeMaster CPVC pipe. With
the No Block Hangers, there is no longer
the need to install "blocking" to offset
piping from wall studs or the face of floor
or ceiling joists.
Model: 8HB1, 8012, 8016, 8020,
S024 and S032
Approvals: UL listed for BlazeMaster
CPVC
Complies with static load requirements of
NFPA13 (1996 Edition)
Material:
SHB1: Galvanized, Aluminum
Killed Drawing Quality Steel;
20 Gauge
2 Hole SO: 8AE 1008-1010
Roll Hot Dip G60 Galvanized
Steel; 20 Gauge
Weight:
8HB1 Headset:- .2627 lb.
Offset Strao:,
3/4" 8012 .0850 lb.
1" 8016 .0914 lb.
1 '/." S020 .0998 lb.
1112" 8024 .1196 lb.
2" 8032 .1367 lb.
~ Installation
SHBI Headset - Solid Wood Joist
(Designed for use with Central's "West Coast" style CPVC Sprinkler Head Adapter)
Step 1 - Position bracket against vertical wood surface
Step 2 - Set depth of brackets using graduated markings on bracket depth tab.
Desired Location is to be lined up with bottom of Joist. (See Matrix on page
for determining appropriate mark to use.) Press firmly to hold position on
face of joist.
Step 3 - Secure bracket to wood surface using the two hex head cap screws
provided. (#10 x 1" screws)
Note: Install two screws as shown below.
~
,
( I 0
10 )0
-Y ~
, .
) 0 I )
.J
or
(~I~~'P
(~~~b
No. 19-2.0
. May31. 2000 10:\4AM
No.8530 p. \/2
~~
P.'Wd'ucfjnfo.r.m'at'i~t!~~':' : ~r: ' ,,:".'.' . :<':. "'~;, - .'..,. 7~.,
, . ' \"1" J . , ~ , ~.,' , '.
FS~ONE
High Performance
Intumescent Firestop Sealant
Product description
. Intumescent (expands when exposed to fire) firestop sealant that
helps protect combustible and non-combustible penetrations for
up to 4 hours fire rating
Areas of application
. Steel, copper and EMT pipes
. Insu~ted steel and copper pipes
· Jacketed cables and cable bundles
. Closed or vented plastic pipes
For use wltb
. Corn:rete, masonry, drywall and wood floor assemblies
. Wall and floor assemblies ratld up to 4 hours
Examples
. Seating around plastic pipe penetrations In fire raled
construction
S~~""c:t:8"""'" ' "
.~is more.thlll1 ~5'fo o1-'1II,tY,p1Ca1'1Irestop a.pplitatloll6
..", Easy, t~~orl{wlttraDd. fastCleailup' ' "
.' 'airt"* s8alinQ oifemalnlnggapS .
. . . Can be' AlpenlltTatGO whCti'layi,;O"I'l~ cables
,.". .. ".', -',,' . .
, . ,
FS-ONE
Intumescent Firestop Sealant
~
DNcrlp\1tll COlOt -101 DI_ VOIUllIe I\tfI\ No.
~._ ,_ ",.tlLt......1IIl} ,.W.. ,4....11"1
~ liB .... (Qtr 20li8.2.. _ IRQ IIIII' 1JII311317
,..Pt: ".i:ed.' 5-'0"->>:' "!Iii' EH57I
CilI-~IJII__ '
_ nil Fell ar"ll1IIr
~
lIIID4_
Simplicity
l:" llll&.m rIIII fl.
.'~
':tI
Internatlonall, tested and approved
~..'''/~ ".... \IOlOOIlC,Mll1VMI\~ <S>
~o cv.s_",
UL ,,' .. ,1lS~'f0llilllS.1NC.
FClIUU IlTllClUQ_'_
to ~(P1YfIIUI · I. I
III~""" N~ANCIDl '. :,,,.' w' c.......,.....':...,...... ~- ....,c....
+-l'^ f"..... "Nt....
,/ -........\
Z - 19. 15 - 471
\'... ./,
.~.
II;.!
~~";
! p,.. - I
~ ,_ .~ ,I
! M,,~~~,~. 1
',-~/
; '..il.
"_........ -W'
"-':'" , .Ji::_::~!J
.
CfFJ[liJrtBrIJ_fC~
Valua .
4
1.800.879-1000
IL' , May, 3 1. 2 0 0 0 I 0 : I 5 AM'
No.8530 'p. 2/2
~"'.J'r ~'~.\\ - I' l"', ",'" ~ '.'~'~ - ,'~, 1, ,{ ", j "j'''~ ~, .-
~~. ,". 'Installalion ilnstru.c'tiorlS 1
..... . .' ,r j . .: l' 1
> l=S-ONE
High Performance
Intumescent Flrestop Sealant
Product description
o Intumescent (eXlWlds when exposed to fire) firestop sealant that
helps protect combustible and non.combustlble penetrations lor
up to 4 hour.; fire rating
preduct features
o Smoke, gas and water resistant
o Contains no halogen. solvants or asbestos
o High fire rating properties
o Water based, easy to clean
Tested ia accordance with
o Ul1479
o ASTM E 814
. Ul. 2079
Installation Instructions for FI-ONE
, ...1
t'.: . ','ii\
'~. ~
';,;.>
3. Apply FS-ONE.
2. Pack mlflefB/
wool. (If 'IQUifBd)
1. Clean opening,
...
1. Clean the opening. Surfaces to which FS.ONE will be applied
should be cleaned of loose debris, dirt. oil. moisture, Irost and
wall. Structures supporting penetratinv items must be installed
In compliance with local buIlding and electrical standards
ApplicatiH .t ..,...,........
2, Install the prescribed backfUhng material type and depth to
obtain the desired rating (If required). Leave sufficient deoth for
applying FS-oNE.
3. AppliCation Of flrestop sealant: Apply FS.ONE to the required
depth in order to obtain the desired fire rating. Make stlre
FS-ONE contacts all surfaces to provide maximum adhesion.
For application of F5-0NE use a standard caulking gun, foil pack
gun, bulk loader and bulk oun. With FS-ONE buckets. Graco type
5IlIIaot pumps may be used. (Conlact pump manufacturer for
proper seleCtion.)
4. Smoothing of firestop sealant To complete the seal: toot Immedl.
ately to gll/l a smooth appearance. Excess sealant, prior to
cunng, can be c\earled away from adjacent surfaces and fools
r '\ with water.
. ,..J.! leave compleled seal undiSturbed tor 48 hours.
Ii. for maintenance reasons. a penetration seal could be pCf'lTl8ncntty
marked with an Identification plate. In SUCh a case, mark the iden-
tification plate and fasten It in a visible position next to the seal.
I~II~-
~
Technical Data
FS-OIE Inm..._ Firestop
(at 73"1= 123"Cland 50% relative humldlM
CheIMaI bIsIs: Water-based intumescent acrvlic Cli$'MrsIon.
DeI1$ilv: A90ro~. 1.5 a/crn'
ColOr: Red
Wor1dna lime' Aooro~. 20-30 min
Curlno lime: Aopro)(. 14-21 dayS
Shore A HWn8SS: AoIJrox. 35
Movement caDablltv: Aoorox. 5%
IntutneSCIIIt Activation: Aoomx. 2.~f /12,.C)
EXDallSion lite lunrestricted): UP to 3-5 times oril!.1N1 volume
Temotralure resisttnollcurecll: -4lrF 1-4lrCI to 212.F 1100'CI
ADDlication tamoelalure: 35.F 120Cl to l000F 133"C)
Surface burning characleriStics; Flan'le Splead: 0
IASTM E 84-96) Smoke DMloomern: 5
Approvals
leBO Evaluation Sirvice. Inc.
California Stat. Fire Marshal
City Of New VOlt
.Cltv of LDS Anoeles
Reoon No. 5071
ListinG No. 1200 108
MEA 326-96-M
Research Reoolt 25188
- ,
4. Smooth FS-DNE. 5. Leave completed
seal undisturb8d fo'
48 hours.
6. FasrM identifiC6tion
pl,te (If rBlluircd).
..tiel.... .........
Check that the penetration has been seated according to the specified
drawing in tnc Ul Fire ResIStance DirectOlY or HUt! FirlStop manual.
For further advice, please contact Hilti customer service. Refer 10
Hllti product literature and Ulfi re resistance directory for spedflc
application details.
lot Ie II. .....
. For high movement expansion joints
o Underwater
o On building materials which bleed 011, plasticizers or sOlvents
(impregnated wood, oil-based seals, gleen or partially vulcanized rubbef)
o In any penetration other than those specifically described In tile Hlltl
firestop Manual or the test reportS
Safe" "...uus
. Before handling, read the product and material safety dita sheet for
detailed USD and health information.
o Keep out of rNch Of children
o Wear suitable gloves and eye protection
sterq.
o Store only in the orioinalpackaoing In a locatlon PfotllCted from
moisture at temperatures between 40.F (S.C) and 86.F (30.C)
o ObServe expiration date on me packIQlng.
II
'.""'17HOO1
- CENTRAL 513, 513D/513R 4-01
Riser Manifold
Figure 513, 513D/513R
Commercial
· NFPA 13 Systems
Floor Control
· High Rises
Residential
· NFPA 13D/13R Systems
Tyco Fire Products --- www.tyco-grooved.com
451 North Cannon Avenue, Lansdale, Pennsylvania 19446 n_ USA
Customer Service/Sales: Tel: (215) 362-0700/ Fax: (215) 362-5385
Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500
~
[ENTRAL
Grooved Piping Products
General
Description
I(j:\L til.r\I!C See Fire Protection
\!Y ~ ~ Submittal Sheet for
~ pressure rating and Listing
and Approval Information
The Figure 513, 513D/513R 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
commercial (NFPA 13) systems, high
rises requiring floor control assemblies,
and residential systems
(NFPA 13D/13R).
The threaded ends of the 1" and 1 W
bodies, the threaded by grooved ends
of the 2" bodies, and the grooved ends
of the 1 W' - 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,
Underwriters Laboratories of Canada
and Factory Mutual.
Installation is simplified with one
convenient take-out for the 1" and 1112"
threaded and 1112" grooved versions, as
well as one take-out for the 2" threaded
by grooved and the grooved sizes
2" - 6".
The Riser Manifold is approved for
installation in either the horizontal or
the vertical position. The optional relief
valve assembly is available for
locations which require relief valves on
gridded systems.
Riser Manifolds for use in Canada only
are provided with a Water Flow Switch
that has a Tamper Switch ~ounted
inside for cover removal detection.
~ Technical
~ ~ Data
Figure: 513 (commercial)
5130 (residential)
5130/513R (residential)
Sty..s: Threaded or Grooved
Slz.s: 1', 1W, 2', 2W, 3', 4' and 6'
Approva.a: UL, F~, and ULC
Maximum
Working Presaure: 175 psi
Standarel Finish: Painted
Optional Acc.ssorl.s:
Pressure Relief Valve Kit (see page 7)
No. 28-1.0
~ Jun, 1.2000 9:24AM
Thursday 01 of Jun 2000. Faxinat10n
~
-)
No.8584 P 2/2
Page 2 of 2
U.L. SYSTEM NO. F':2018
PLASTIC PIPE THROUGH I-HR. OR 2-HR.. WOOD fLOOR ASSEMBLY,
f RATING = I-HR. OR 2-HR.
T RATING: I-HR. OR 2-HR.
TOP VIEW
....
-,~-
A ~ A
L % \ J
(' ""-
SECTION A-A
-
It
i
w
8
~
....
flJ
,,,.... ...".. ;:._. ""-~-..
~~~
'~ ~ ~
~~
~; t'@
l. WOOD flOOR ASSEMaL Y : DESIGN NO. L500 SERIES IN THE U.l. FIRE RESISTANCE
DIRECTORY.
2. LUMBER OR PL mlOO 5U8FLOOR WITH fINISH FLOOR Of LUMBER. PLYWOOD OR flOOR
TIPPINS MIXTURE.
3. GYPSUM WAl,L ASSEYBLl (I-tit. OR 2-HR. FIAE..RATING)(2-WR. SHOWN). .
4. PENETRATING ITEM TO BE. ONE Of THE FOLlOWlHG :
A. IlAXDlUlI ,- DIAIIE1ER CPVC PLASTIC PIPE.
8. UAXIYtJY I- DIAMETER POL YBUTYLENE (PDl PIPE (ClOSEO PIPING SYSlaal.
5. TOP PLATE .
6. PROVIDE A GENEfIOlJS BEAD OF HIt TI F'S-ONE FIRESTOP SEAlAHT AT THE TOP PU TE.
7. MINIYUM 3/.- OEP1H HlLlJ FS-QNE F'IRESTOP SEALANT.
-".-.. -', -.---- - - -----_.,,--~
NOTES : I. MAXIUUM DlAYETER Of' FLOOR OPENING = Z..
2. ANNULAR SPACE = IONUMI 118-, WAXlIUI 518-,
....
J
~UI ',~L.
FIRESTO" SYSTEtwtS
'.-...,'.',-.....'. ... -_.,--.-,.!,--,.
1 SIt.., 'II f' : th-If>, N..
HI1ti Construction Ch,micals Sc.,. ; Fe
Tulsa. Oklahollla USA (919) 252-6000 \ liB"' · ,.
_ Dff. ~.p'. 9. 1996: 20' Be
ir.\'''"''if.:!'' J un. 1. 200 f 8:54AM' -"/'"" \. "" ,
No.8577 p. 26/26
" ,
.. Ul System Number Wl2098 :
~
U.L. SYSTEM NO. \/L2098
J ., CLOSED PVC/CPVC PLASTIC PIPE THROUGH
I-HR. DR 2-Kt GYPSUM VALL ASSEMBlY
r RATItG ~ l-ttt. ~ 2-tIl
T RATIli · Hit [I 2.... E
L RAM AT MIDT :I: I.(S$ TMt t CflVsa. n.
L RAT. AT 4arr ~ 4 alVSD. n. "'!
I
$
fROfT VIEV SECTD IrA
AI ~... l"-
i ,.
0 .
, -.::... ~ d
~ "
I
A..J /'----
:&
1. GYPSlM VN..L ~ Y (W.. ClAw..... U3lII lit U4GO :u.1UL,)J a-ftt III 2-.. f1R[-
RATDIi> <2.... $HMO.
2. PrtCRAllIIi ITEM TO K III: If' TJ( fll.LlNOOl
A. *XIIUt 2' romw. DlKTER PVC PLASTIC PIPE <CLOSED PIPINi S''-luD.
llNJlUC 2" 101M. JlW(TER CPVC PLASTIC PJP[ <a.DSED PIPINi smoo.
3. tal" rS-M ICTUESCENT ,..~,,,,. SDUNTI
A. M1NUUI 518' EPTH, fUR A HI FlRE-RATNi.
llllHbUf 1-1/4' XPm, FlIt A 2-tIt f1R[-RAn,.;.
r..~ ; i ~~~ :..~,~=~~~ ~-~;~:~._-----
I
~
lastallati..lutructlons
STEP 1 . PREPARATlON~ All surfaces must be clean. sound, dry and frost free prior to application Of flrestopplng materials.
STEP 2 . FIRESTOP SEALANT: Apply the required depth of Flreslop Sealant within the annulus on both sides of wall. Tool with a putty kOlfe until
hush witn both surtaces. leave completed seal undisturbed for 48 hours.
(.'
.....
Simplicity
Confidence
Value
~,II -udJ'
79
1-100-1119-8DOO
Dry Pipe Valve
Flange x Groove - AG
Flange x Flange - AF
Manufactured by: Central Sprinkler Company
451 North Cannon Avenue, Lansdale, Pennsylvania 19446
5;" Product
t ~ 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 area
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 and alarm test bypass.
(Note: Accelerator trim sold
separately). The Dry Pipe Valves are
Listed/Approved with Central's Trim
only. Any substitutions or omissions
may void such Listings and
Approvals, without prior approval
from Central Sprinkler.
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.
Central's Accelerator (quick-
opening device) may also be easily
connected to the Dry Pipe Valve
Trim. It is a 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
~ iii Data
Model: AF or AG
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
FactoryHydroTest: 100%at350psi
(with clapper open)
Standard Finish: Blue enamel
Flange Specifications:
AF Inlet - Class 125 ANSI 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: U.S.
Weight: Valve - 140 lb. (4" size)
235 lb. (6" size)
Trim - 45 lb.
NO. 10-5.0
Fire Dept.
Connection
With wall plates and breakaway caps
Manufactured by: Central Sprinkler Company
451 North Cannon Avenue, Lansdale, Pennsylvania 19446
II'l1 Product
., Description
The Model 86A (straight pattern)
and Model 868 (900 pattern) Fire
Department Connections (FDC) are
2112" x 2112" x 4" single clapper
siamese-type connections. They are
designed to provide a supplementary
water supply connection for automatic
sprinkler systems of all types, as
required by NFPA 13.
80th straight and 900 pattern Fire
Department Connections are cast
brass with brass clapper, brass swivel
couplings, and a brass hinge pin. The
words "AUTO SPKR" and "F.D.
Conn." are cast in raised letters on
the body of the Fire Department
Connection.
The clapper design allows for one
or both inlets to be pressurized during
operation.
Fire Department Connections are
generally installed 18" to 5' above
finished grade, however local codes
and standards may contain special
requirements with regard to specific
location.
Wall Plates
The Wall Plates are constructed of
corrosion resistant aluminum alloy
with cast-in raised letters. The raised
letters on the round Wall Plate are
"AUTO. SPKR." and "FIRE DEPT.
CONNECTION."
Caps
The breakaway Caps for the
protection of the 2112" inlets on the
Fire Department Connection are
supplied in heavy-duty plastic or cast
aluminum alloy. They can be easily
attached to the swivel lugs of the Fire
Department Connection using the eye
bolts supplied with the Caps.
~ Technical
iIIlIlIIIJ Data
Model: 86A (straight pattern FDC)
868 (90" pattern FDC)
Size:
Outlet - 4" (102 mm) N.P.T.
Inlets - 2W' (64 mm) N.H. Std. thread
Approvals: U.L., F.M.
Maximum Working Pressure: 300 psi
Standard Finish:
FDC - Rough brass
Wall Plates - Red enamel paint with
raised letters painted
white
Caps - Red plastic or red enamel
paint
Weight:
FDC (straight) - 7.8 Ibs. (3.5 kg)
FDC (900) - 9.3 Ibs. (4.2 kg)
Wall plate - 11 oz. (312 grams)
Cap - 3 oz. (85 grams)
Mfgr. source: Non-domestic
Dimensions:
Wall Plate - 90/4" (248 rnm) 0.0.
No. 28-7.0
HYDRAULIC CALCULATIONS
for
CREEKSIDE ESTATES
16510 TRANQUILITY COURT SE
PRIOR LAKE, MN. 55372
Contract No.
Date 09-21-01
Design Data:
Remote Area Location
Occupancy Classification
Density
Remote Area Size
Coverage per Sprinkler
Sprinkler K-Factor
No. of Sprinkler Calculated
In-Rack Demand
Source Hose Demand
Total Water Including Hose
Name of Contractor
Name of Designer
Address
Authority Having Jurisdiction
FIRST FLOOR
ORD. 1
0.15 gpm/sq.ft
0.0 sq.ft
0.0 sq.ft
5.40
9
0.0 gpm
250.0 gpm
397.3 gpm
METRO FIRE PROTECTION, INC.
TODD
8145 LAKE DRIVE,L1NO LAKES, MN. 55014
CITY OF PRIOR LAKE
OmniCADD Hydraulic Calculation Software v. 2.1
..er19,01 09:15AM
CREEKSIDE ESTATES LIBRARY
GENERAL RESULTS
Page: 2
Maximum Imbalance
397.3 gpm
0.0 gpm
147.3 gpm
250.0 gpm
0,001 gpm
0.0 gpm
17.5 ftls
Total Water Including Hose
Additional Allowances
Discharge from Sprinklers
Source Hose Demand
Average Imbalance
Maximum Velocity @ Pipe: 45
Maximum Fr. Loss @ Pipe: 45
0.397 psilft
Remote Area was not Peaked
Velocity pressures have been used for information only, and are not valid for balancing the system.
SOURCE: 26
67.0 psi
63.0 psi
4700.0 gpm
250.0 gpm
67.0 psi
37.4 psi
44.2%, 29.6 psi
147.3 gpm
Static Pressure
Residual Pressure
Flow
Hose Allowance
Available Pressure
Required Pressure
Safety Factor
Water Flowing
OmniCADD Hydraulic Calculation Software v. 2.1
.Jer 19,01 09:15 AM
o 600
70 1111
DE
<r;
60
50 r
40
G
PSI
30
20
10
o
o 600
1100
1100
1500
1500
1800
1800
CREEKSIDE ESTATES LIBRARY
2100
2700
Water Curves for Src : 26
3300
2400
2100
2400
2700
Curve
Supply Curve with Hose @ Src : 26
Demand Curve @ Src : 26
2900
2900
3100
3100
GPM
3300
3500
3700
3500
3700
Values - X: psi @ gpm
D: 67 @ 0 - E: 67 @ 147.3 - F: 63 @ 4450
8.2 @ 0 - G: 37.4 @ 147.3
OmniCADD Hydraulic Calculation Software v. 2.1
3900
3900
4100
4100
Page: 3
4300
4500
70
F
:::r-
60
50
40
30
--20
10
4300
o
4500
.Jer 19,01 09:15AM CREEKSIDE ESTATES LIBRARY Page: 4
NODES
# Tvpe Value Elevation X Y Res. Pres. Dischal'tle
ft ft ft psi gl>.m
26 Src [...J 0.0 157.8 10.0 37.4 250.0
44 Head 5.40 19.0 145.3 290.2 9.5 16.6
40 Head 5.40 19.0 135.0 290.2 9.0 16.2
37 Head 5.40 19.0 124.6 290.2 7.0 14.3
45 Head 5.40 19.0 145.3 281.1 9.9 17.0
41 Head 5.40 19.0 135.0 281.1 9.4 16.6
38 Head 5.40 19.0 124.6 281.1 7.3 14.6
46 Head 5.40 19.0 145.3 272.0 11.5 18.3
42 Head 5.40 19.0 135.0 272.0 11.0 17.9
39 Head 5.40 19.0 124.6 272.0 8.6 15.8
15 Node 19.0 147.4 263.8 17.0
47 Node 19.0 145.3 263.8 14.8
43 Node 19.0 135.0 263.8 14.1
11 Node 19.0 124.6 263.8 13.9
18 Node 19.0 160.0 249.4 22.9
17 Node 19.0 147.4 249.4 21.1
19 Node 9.0 160.5 249.2 28.3
20 Node 9.0 160.5 238.8 29.3
21 Node 9.0 150.1 238.6 30.4
23 Node 4.0 150.5 226.0 34.6
22 Node 9.0 150.1 225.8 31.5
24 Node 4.0 150.4 222.2 35.4
25 Node 0.0 150.8 221.9 37.1
OmniCADD Hydraulic Calculation Software v. 2.1
Jer19,01 09:15 AM CREEKSIDE ESTATES LIBRARY Page: 5
PIPES
Start/End Nodes Material Size Length Pres. Fr. Loss
# Value I Elevation HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type
# Type Res. Pres. Discharge FittinQs Int.Diam. Total LenQth Pres. Vel. Loss
I ft ~si gpm ft psilft psi gpm ftls I
43 44 Head 5.40 19.0 9.5 16.6 CPVC 1 9.1 0.048 0.439 -16.6 5.6 Pipe
45 Head 5.40 19.0 9.9 17.0 150 1.000 0.0 0.000
1.101 9.1 0.013
39 40 Head 5.40 19.0 9.0 16.2 CPVC 1 9.1 0.046 0.420 -16.2 5.5 Pipe
41 Head 5.40 19.0 9.4 16.6 150 1.000 0.0 0.000
1.101 9.1 0.012
36 37 Head 5.40 19.0 7.0 14.3 CPVC 1 9.1 0.037 0.333 -14.3 4.8 Pipe
38 Head 5.40 19.0 7.3 14.6 150 1.000 0.0 0.000
1.101 9.1 0.011
44 45 Head 5.40 19.0 9.9 17.0 CPVC 1 9.1 0.178 1.617 -33.6 11.3 Pipe
46 Head 5.40 19.0 11.5 18.3 150 1.000 0.0 0.000
1.101 9.1 0.026
40 41 Head 5.40 19.0 9.4 16.6 CPVC 1 9.1 0.170 1.546 -32.8 11.0 Pipe
42 Head 5.40 19.0 11.0 17.9 150 1.000 0.0 0.000
1.101 9.1 0.025
37 38 Head 5.40 19.0 7.3 14.6 CPVC 1 9.1 0.135 1.225 -28.9 9.7 Pipe
39 Head 5.40 19.0 8.6 15.8 150 1.000 0.0 0.000
1.101 9.1 0.022
45 46 Head 5.40 19.0 11.5 18.3 CPVC 1 8.2 0.397 3.248 -51.9 17.5 Pipe
47 Node 19.0 14.8 150 1.000 0.0 0.000
1.101 8.2 0.040
41 42 Head 5.40 19.0 11.0 17.9 CPVC 1 8.2 0.380 3.105 -50.7 17.1 Pipe
43 Node 19.0 14.1 150 1.000 0.0 0.000
1.101 8.2 0.039
38 39 Head 5.40 19.0 8.6 15.8 CPVC 1 8.2 0.301 5.345 -44.7 15.1 Pipe
11 Node 19.0 13.9 150 1.000 9.6 0.000
T 1.101 17.7 0.034
58 15 Node 19.0 17.0 CPVC 2 2.1 0.149 2.232 147.3 15.0 Pipe
47 Node 19.0 14.8 150 2.000 13.0 0.000
T 2.003 15.0 0.010
57 15 Node 19.0 17.0 CPVC 2 14.4 0.149 4.064 -147.3 15.0 Pipe
17 Node 19.0 21.1 150 2.000 13.0 0.000
T 2.003 27.4 0.010
59 47 Node 19.0 14.8 CPVC 2 10.3 0.067 0.686 95.4 9.7 Pipe
43 Node 19.0 14.1 150 2.000 0.0 0.000
2.003 10.3 0.007
60 43 Node 19.0 14.1 CPVC 2 10.3 0.016 0.169 44.7 4.6 Pipe
11 Node 19.0 13.9 150 2.000 0.0 0.000
2.003 10.3 0.003
17 17 Node 19.0 21.1 CPVC 2 12.6 0.149 1.866 -147.3 15.0 Pipe
18 Node 19.0 22.9 150 2.000 0.0 0.000
2.003 12.6 0.010
25 25 Node 0.0 37.1 DUCTILE 6 212.0 0.001 0.230 -147.3 1.7 Pipe
26 Src [...] 0.0 37.4 250.0 140 6.000 78.2 0.000
TG2E 6.020 290.3 0.000
24 24 Node 4.0 35.4 DUCTILE 6 4.0 0.001 0.017 -147.3 1.7 Pipe
25 Node 0.0 37.1 140 6.000 18.0 1.732
E 6.020 22.0 0.000
OmniCADD Hydraulic Calculation Software v. 2.1
.Jer 19, 01 09:15AM CREEKSIDE ESTATES LIBRARY Page: 6
PIPES
Start/End Nodes Material Size Length Pres.Fr.Loss
# HWC Nom.Diam. Eq.Length Fr. Loss Pres.Elev.Loss Flow Velocity Type
# Type Value Elevation Res.Pres. Discharge Fittinlls Int.Diam. Total Lenpth Pres.Vel.Loss
I ft psi gpm ft psilft psi gpm ftls
18 18 Node 19.0 22.9 DYNA 2-1/2 10.0 0.052 1.007 -147.3 8.2 Pipe
19 Node 9.0 28.3 120 2.500 9.3 4.330
E 2.703 19.3 0.003
19 19 Node 9.0 28.3 DYNA 2-1/2 10.5 0.052 1.031 -147.3 8.2 Pipe
20 Node 9.0 29.3 120 2.500 9.3 0.000
E 2.703 19.8 0.003
20 20 Node 9.0 29.3 DYNA 2-1/2 10.4 0.052 1.027 -147.3 8.2 Pipe
21 Node 9.0 30.4 120 2.500 9.3 0.000
E 2.703 19.7 0.003
21 21 Node 9.0 30.4 DYNA 2-1/2 12.9 0.052 1.155 -147.3 8.2 Pipe
22 Node 9.0 31.5 120 2.500 9.3 0.000
E 2.703 22.2 0.003
22 22 Node 9.0 31.5 Sch40 2 5.0 0.193 0.966 -147.3 14.1 Pipe
23 Node 4.0 34.6 120 2.000 0.0 2.165
2.067 5.0 0.009
23 23 Node 4.0 34.6 Sch40 2 3.8 0.193 0.734 -147.3 14.1 Pipe
24 Node 4.0 35.4 120 2.000 0.0 0.000
2.067 3.8 0.009
OmniCADD Hydraulic Calculation Software v. 2.1
...Ier19,01 09:15AM
21
:/-o-~
CREEKSIDE ESTATES LIBRARY
Page: 7
FLOW DIAGRAM
37(14,3)
38(14.6)
39(15,8)
28.9
40(16,2)
11
"~,
44,7 "
41(16,6)
44(16,6)
45(17,0) ~
/-:~.".//-,;;y
~///.;;;;/'C-7-.c1 51 9
15
17 147.3
~"
~18
42(17 9)
328
50,7
43
95.4
...
"... /~9
...-/
20
OmniCADD Hydraulic Calculation Software v. 2.1
,.Jer 19,01 09:15 AM
CREEKSIDE ESTATES LIBRARY
FLOW DIAGRAM
Page: 1
21
22 ~ ~
;;:----- ~19
24 +23 20
..,.
25
147,3
26(397.3)
OmniCADD Hydraulic Calculation Software v. 2.1
HYDRAULIC CALCULATIONS
for
CREEKSIDE ESTATES
16510 TRANQUILITY COURT SE
PRIOR LAKE, MN. 55372
Contract No.
Date 09-21-01
Design Data:
Remote Area Location
Occupancy Classification
Density
Remote Area Size
Coverage per Sprinkler
Sprinkler K-Factor
No. of Sprinkler Calculated
In-Rack Demand
Source Hose Demand
Total Water Including Hose
Name of Contractor
Name of Designer
Address
Authority Having Jurisdiction
GARAGE
ORD.1
0.15 gpm/sq.ft
900.0 sq.ft
130.0 sq.ft
5.60
10
0.0 gpm
250.0 gpm
470.4 gpm
METRO FIRE PROTECTION, INC.
TODD
8145 LAKE DRIVE,L1NO LAKES, MN. 55014
CITY of PRIOR LAKE
QUICK RESPONSE HEADS REDUCE REMOTE AREA BY 40%
OmniCADD Hydraulic Calculation Software v. 2.1
..nber 19, 01 09:14 AM
CREEKSIDE ESTATES GARAGE
GENERAL RESULTS
Page: 2
Maximum Imbalance
470.4 gpm
0.0 gpm
220.4 gpm
250.0 gpm
0.000 gpm
0.0 gpm
11.2 ftls
Total Water Including Hose
Additional Allowances
Discharge from Sprinklers
Source Hose Demand
Average Imbalance
Maximum Velocity @ Pipe: 70
Maximum Fr. loss @ Pipe: 75
0.163 psilft
Remote Area was not Peaked
Velocity pressures have been used for information only, and are not valid for balancing the system.
SOURCE: 29
Static Pressure
Residual Pressure
Flow
Hose Allowance
Available Pressure
Required Pressure
Safety Factor
Water Flowing
67.0 psi
63.0 psi
4700.0 gpm
250.0 gpm
66.9 psi
49.4 psi
26.3%,17.6 psi
220.4 gpm
OmniCADD Hydraulic Calculation Software v. 2.1
J.nber 19, 01 09:14 AM
o 600
70 ~
60
50 . G
40
PSI
30 II
20 I
I
10
o
o 600
1100
1100
1500
1500
1800
1800
CREEKSIDE ESTATES GARAGE
2100
2400
2700
Water Curves for Src : 29
3100
3300
3500
3700
2100
2400
2700
Curve
Supply Curve with Hose @ Src : 29
Demand Curve @ Src : 29
2900
2900
3100
GPM
3300
3500
3700
Values - X: psi @ gpm
D : 67 @ 0 - E: 66.9 @ 220.4 - F: 63 @ 4450
3.9 @ 0 - G: 49.4 @ 220.4
OmniCADD Hydraulic Calculation Software v. 2.1
3900
3900
4100
4100
4300
4300
Page: 3
4500
70
F
-0---
60
50
40
30
20
10
,0
4500
.;mber 19, 01 09:14 AM CREEKSIDE ESTATES GARAGE Page: 4
NODES
# Type Value Elevation X y Res. Pres. ' Discharge
ft ft ft psi 91',m
29 Src [...] 0.0 131.0 8.6 49.4 250.0
58 Head 5.60 9.0 59.0 225.5 12.1 19.5
59 Head 5.60 9.0 46.6 225.5 12.5 19.8
6 Head 5.60 9.0 77.0 215.5 14.0 20.9
5 Head 5.60 9.0 62.7 215.5 13.7 20.7
3 Head 5.60 9.0 48.3 215.5 14.0 20.9
34 Head 5.60 9.0 77.0 207.0 16.7 22.9
33 Head 5.60 9.0 62.7 207.0 16.6 22.8
32 Head 5.60 9.0 48.3 207.0 16.8 22.9
39 Head 5.60 9.0 56.1 196.2 19.8 24.9
38 Head 5.60 9.0 46.6 196.2 19.8 24.9
60 Node 9.0 59.0 215.5 13.7
62 Node 9.0 46.6 215.5 14.1
14 Node 9.0 202.3 215.5 26.5
13 Node 9.0 183.1 215.5 23.8
8 Node 9.0 168.4 215.5 21.5
7 Node 9.0 91.4 215.5 15.1
2 Node 9.0 34.0 215.5 16.1
1 Node 9.0 31.6 215.5 18.2
15 Node 9.0 202.3 207.0 26.6
12 Node 9.0 183.1 207.0 23.7
9 Node 9.0 168.4 207.0 21.6
35 Node 9.0 91.4 207.0 17.4
31 Node 9.0 34.0 207.0 17.6
30 Node 9.0 31.6 207.0 18.4
11 Node 9.0 183.1 200.2 23.0
10 Node 9.0 168.4 200.2 22.4
16 Node 9.0 202.3 196.2 27.5
41 Node 9.0 75.2 196.2 20.8
40 Node 9.0 65.6 196.2 20.3
37 Node 9.0 37.1 196.2 20.0
36 Node 9.0 31.6 196.2 20.1
17 Node 9.0 202.3 183.2 28.5
42 Node 9.0 31.6 183.2 21.2
54 Node 9.0 138.8 181.0 39.2
53 Node 9.0 108.1 180.7 37.4
48 Node 9.0 75.7 179.1 29.4
47 Node 9.0 52.3 179.1 28.0
55 Node 9.0 202.3 172.5 29.7
20 Node 9.0 138.8 172.5 39.7
52 Node 9.0 108.1 172.5 36.1
49 Node 9.0 75.7 172.5 30.5
46 Node 9.0 52.3 172.5 26.8
43 Node 9.0 31.6 172.5 22.6
56 Node 9.0 202.3 164.0 30.0
21 Node 9.0 138.8 164.0 39.9
51 Node 9.0 108.1 164.0 36.0
50 Node 9.0 75.7 164.0 30.7
45 Node 9.0 52.3 164.0 26.7
44 Node 9.0 31.6 164.0 22.7
22 Node 9.0 138.8 159.9 40.5
23 Node 9.0 129.0 159.9 41.3
OmniCADD Hydraulic Calculation Software v. 2.1
dmber 19,01 09:14 AM CREEKSIDE ESTATES GARAGE Page: 5
NODES
# Type Value Elevation X I y Res. Pres. Discharge
ft ft ft psi gpm
27 Node 3.0 131.2 144.3 47.7
26 Node 4.0 131.0 144.2 46.9
24 Node 9.0 129.0 144.2 42.7
25 Node 4.0 129.3 144.1 46.5
28 Node 0.0 . 131.2 144.0 49.0
OmniCADD Hydraulic Calculation Software v. 2.1
.ember 19, 01 09:14AM CREEKSIDE ESTATES GARAGE Page: 6
PIPES
Start/End Nodes Material Size Length Pres. Fr. Loss
# Elevation I Res. Pres. HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type
# Type Value Discharge Fittings Int.Diam. Total Length Pres. Vel. Loss
I ft p,si gpm ft psilft psi gpm flIs
28 28 Node 0.0 49.0 DUCTILE 6 135.4 0.002 0.327 -220.4 2.5 Pipe
29 Src [..,] 0.0 49.4 250.0 140 6.000 60.3 0.000
TGE 6.020 195.7 0.000
27 27 Node 3.0 47.7 DUCTILE 6 3.0 0.002 0.035 -220.4 2.5 Pipe
28 Node 0.0 49.0 140 6.000 18.0 1.299
E 6.020 21.0 0.000
71 6 Head 5.60 9.0 14.0 20.9 DYNA 1-1/4 14.3 0.019 0.273 19.3 3.3 Pipe
5 Head 5.60 9.0 13.7 20.7 120 1.250 0.0 0.000
1.536 14.3 0.004
6 6 Head 5.60 9.0 14.0 20.9 DYNA 1-1/4 14.3 0.074 1.064 -40.3 7.0 Pipe
7 Node 9.0 15.1 120 1.250 0.0 0.000
1.536 14.3 0.008
72 5 Head 5.60 9.0 13.7 20.7 DYNA 1-1/4 3.7 0.000 0.001 -1.4 0.2 Pipe
60 Node 9.0 13.7 120 1.250 0.0 0.000
1.536 3.7 0.000
73 3 Head 5.60 9.0 14.0 20.9 DYNA 1-1/4 10.7 0.022 0.236 20.9 3.6 Pipe
60 Node 9.0 13.7 120 1.250 0.0 0.000
1.536 10.7 0.004
74 3 Head 5.60 9.0 14.0 20.9 DYNA 1-1/4 1.7 0.080 0.137 -41.8 7.2 Pipe
62 Node 9.0 14.1 120 1.250 0.0 0.000
1.536 1.7 0.008
32 33 Head 5.60 9.0 16.6 22.8 DYNA 1-1/4 14.3 0.005 0.069 -9.2 1.6 Pipe
34 Head 5.60 9.0 16.7 22.9 120 1.250 0.0 0.000
1.536 14.3 0.002
33 34 Head 5.60 9.0 16.7 22.9 DYNA 1-1/4 14.3 0.049 0.699 -32.1 5.6 Pipe
35 Node 9.0 17.4 120 1.250 0.0 0.000
1.536 14.3 0.006
31 32 Head 5.60 9.0 16.8 22.9 DYNA 1-1/4 14.3 0.010 0.143 13.6 2.4 Pipe
33 Head 5.60 9.0 16.6 22.8 120 1.250 0.0 0.000
1.536 14.3 0.003
30 31 Node 9.0 17.6 DYNA 1-1/4 14.3 0.062 0.889 36.5 6.3 Pipe
32 Head 5.60 9.0 16.8 22.9 120 1.250 0.0 0.000
1.536 14.3 0.007
37 38 Head 5.60 9.0 19.8 24.9 DYNA 1-1/4 9.5 0.003 0.030 -7.3 1.3 Pipe
39 Head 5.60 9.0 19.8 24.9 120 1.250 0.0 0.000
1.536 9.5 0.001
38 39 Head 5.60 9.0 19.8 24.9 DYNA 1-1/4 9.5 0.049 0.467 -32.2 5.6 Pipe
40 Node 9.0 20.3 120 1.250 0.0 0.000
1.536 9.5 0.006
36 37 Node 9.0 20.0 DYNA 1-1/4 9.5 0.016 0.154 17.7 3.1 Pipe
38 Head 5.60 9.0 19.8 24.9 120 1.250 0.0 0.000
1.536 9.5 0.004
75 62 Node 9.0 14.1 DYNA 1-1/4 12.6 0.163 2.056 -61.6 10.7 Pipe
2 Node 9,0 16.1 120 1.250 0.0 0.000
1.536 12.6 0.012
7 7 Node 9.0 15.1 DYNA 1-1/4 77.0 0.074 6.458 -40.3 7.0 Pipe
8 Node 9.0 21.5 120 1.250 10.1 0.000
T 1.536 87.1 0.008
OmniCADD Hydraulic Calculation Software v. 2.1
.dmber 19, 01 09:14 AM CREEKSIDE ESTATES GARAGE Page: 7
PIPES
Start/End Nodes Material Size Length Pres. Fr. Loss
# HWC Nom.Diam. Eq.Length Fr. Loss Pres. Elev. Loss Flow Velocity Type
# Type Value Elevation Res.Pres. Discharge Fittin~s Int.Diam. Total Length Pres.Vel.Loss
I ft psi gpm ft psilft psi gpm ftls
1 1 Node 9.0 18.2 DYNA 1-1/4 2.4 0.163 2.033 61.6 10.7 Pipe
2 Node 9.0 16.1 120 1.250 10.1 0.000
T 1.536 12.5 0.012
58 35 Node 9.0 17.4 DYNA 1-1/4 77.0 0.049 4.241 -32.1 5.6 Pipe
9 Node 9.0 21.6 120 1.250 10.1 0.000
T 1.536 87.1 0.006
29 30 Node 9.0 18.4 DYNA 1-1/4 2.4 0.062 0.774 36.5 6.3 Pipe
31 Node 9.0 17.6 120 1.250 10.1 0.000
T 1.536 12.5 0.007
60 41 Node 9.0 20.8 DYNA 1-1/4 127.2 0.049 6.736 -32.2 5.6 Pipe
16 Node 9.0 27.5 120 1.250 10.1 0.000
T 1.536 137.3 0.006
39 40 Node 9.0 20.3 DYNA 1-1/4 9.5 0.049 0.467 -32.2 5.6 Pipe
41 Node 9.0 20.8 120 1.250 0.0 0.000
1.536 9.5 0.006
35 36 Node 9.0 20.1 DYNA 1-1/4 5.5 0.016 0.088 17.7 3.1 Pipe
37 Node 9.0 20.0 120 1.250 0.0 0.000
1.536 5.5 0.004
61 17 Node 9.0 28.5 DYNA 1-1/4 170.8 0.038 7.255 28.1 4.9 Pipe
42 Node 9.0 21.2 120 1.250 20.2 0.000
2T 1.536 191.0 0.006
14 14 Node 9.0 26.5 DYNA 2 8.5 0.010 0.086 -35.6 3.0 Pipe
15 Node 9.0 26.6 120 2.000 0.0 0.000
2.203 8.5 0.002
12 12 Node 9.0 23.7 DYNA 2 8.5 0.010 0.086 -35.6 3.0 Pipe
13 Node 9.0 23.8 120 2.000 0.0 0.000
2.203 8.5 0.002
8 8 Node 9.0 21.5 DYNA 2 8.5 0.013 0.109 -40.3 3.4 Pipe
9 Node 9.0 21.6 120 2.000 0.0 0.000
2.203 8.5 0.002
40 1 Node 9.0 18.2 DYNA 2 8.5 0.028 0.239 -61.6 5.2 Pipe
30 Node 9.0 18.4 120 2.000 0.0 0.000
2.203 8.5 0.003
15 15 Node 9.0 26.6 DYNA 2 10.8 0.038 0.923 -72.3 6.1 Pipe
16 Node 9.0 27.5 120 2.000 13.6 0.000
2E 2.203 24.4 0.003
11 11 Node 9.0 23.0 DYNA 2 6.7 0.038 0.771 -72.3 6.1 Pipe
12 Node 9.0 23.7 120 2.000 13.6 0.000
2E 2.203 20.4 0.003
9 9 Node 9.0 21.6 DYNA 2 6.7 0.038 0.771 -72.3 6.1 Pipe
10 Node 9.0 22.4 120 2.000 13.6 0.000
2E 2.203 20.4 0.003
41 30 Node 9.0 18.4 DYNA 2 10.8 0.067 1.623 -98.2 8.3 Pipe
36 Node 9.0 20.1 120 2.000 13.6 0.000
2E 2.203 24.4 0.005
10 10 Node 9.0 22.4 DYNA 2 14.7 0.038 0.556 -72.3 6.1 Pipe
11 Node 9.0 23.0 120 2.000 0.0 0.000
2.203 14.7 0.003
OmniCADD Hydraulic Calculation Software v. 2.1
,dmber 19, 01 09:14 AM CREEKSIDE ESTATES GARAGE Page: 8
PIPES
Start/End Nodes Material Size Length Pres. Fr. Loss
# HWC Nom.Diam. Eq.Length Fr. Loss Pres.Elev.Loss Flow Velocity Type
# Type Value Elevation Res.Pres. Discharge FittinQs Int.Diam. Total Length Pres.Vel.Loss J
ft psi gpm ft psilft psi gpm ftIs
16 16 Node 9.0 2'7.5 DYNA 2 13.0 0.075 0.972 -104.5 8.8 Pipe
17 Node 9.0 28.5 120 2.000 0.0 0.000
2.203 13.0 0.005
42 36 Node 9.0 20.1 DYNA 2 13.0 0.091 1.175 -115.8 9.7 Pipe
42 Node 9.0 21.2 120 2.000 O.Q 0.000
2.203 13.0 0.006
70 55 Node 9.0 29.7 DYNA 2 10.7 0.117 1.246 132.6 11.2 Pipe
17 Node 9.0 28.5 120 2.000 0.0 0.000
2.203 10.7 0.006
43 42 Node 9.0 21.2 DYNA 2 10.8 0.054 1.320 -87.8 7.4 Pipe
43 Node 9.0 22.6 120 2.000 13.6 0.000
2E 2.203 24.4 0.004
69 54 Node 9.0 39.2 DYNA 2 8.5 0.054 0.461 -87.8 7.4 Pipe
20 Node 9.0 39.7 120 2.000 0.0 0.000
2.203 8.5 0.004
63 55 Node 9.0 29.7 DYNA 2 8.5 0.032 0.272 -66.1 5.6 Pipe
56 Node 9.0 30.0 120 2.000 0.0 0.000
2.203 8.5 0.003
44 43 Node 9.0 22.6 DYNA 2 8.5 0.015 0.124 -43.1 3.6 Pipe
44 Node 9.0 22.7 120 2.000 0.0 0.000
2.203 8.5 0.002
20 20 Node 9.0 39.7 DYNA 3 8.5 0.021 0.179 -154.2 5.7 Pipe
21 Node 9.0 39.9 120 3.000 0.0 0.000
3.314 8.5 0.001
21 21 Node 9.0 39.9 DYNA 3 4.1 0.041 0.581 -220.4 8.2 Pipe
22 Node 9.0 40.5 120 3.000 10.2 0.000
E 3.314 14.3 0.002
22 22 Node 9.0 40.5 DYNA 3 9.9 0.041 0.815 -220.4 8.2 Pipe
23 Node 9.0 41.3 120 3.000 10.2 0.000
E 3.314 20.0 0.002
23 23 Node 9.0 41.3 DYNA 3 15.7 0.041 1.467 -220.4 8.2 Pipe
24 Node 9.0 42.7 120 3.000 20.4 0.000
2E 3.314 36.1 0.002
24 24 Node 9.0 42.7 Sch40 3 5.0 0.059 1.600 -220.4 9.6 Pipe
25 Node 4.0 46.5 120 3.000 22.0 2.165
BER 3.068 27.0 0.003
26 26 Node 4.0 46.9 Sch40 4 1.0 0.016 0.395 -220.4 5.6 Pipe
27 Node 3.0 47.7 120 4.000 24.0 0.433
GS 4.026 25.0 0.001
25 25 Node 4.0 46.5 Sch40 4 1.6 0.016 0.341 -220.4 5.6 Pipe
26 Node 4.0 46.9 120 4.000 20.0 0.000
T 4.026 21.6 0.001
77 58 Head 5.60 9.0 12.1 19.5 XL 1 10.0 0.097 1.589 -19.5 6.5 Pipe
60 Node 9.0 13.7 120 1.000 6.4 0.000
T 1.104 16.4 0.015
76 59 Head 5.60 9.0 12.5 19.8 XL 1 10.0 0.099 1.629 -19.8 6.6 Pipe
62 Node 9.0 14.1 120 1.000 6.4 0.000
T 1.104 16.4 0.015
OmniCADD Hydraulic Calculation Software v. 2.1
,dmber 19, 01 09:14 AM CREEKSIDE ESTATES GARAGE Page: 9
PIPES
Start/End Nodes Material Size Length Pres.Fr.Loss
# HWC Nom.Diam. Eq.Length Fr. Loss Pres. Elev. Loss Flow Velocity Type
# Type Value Elevation Res. Pres. Discharge FittinQs Int.Diam. Total Lenllth Pres.Vel.Loss
I ft psi gpm ft psifft ~i gpm ftIs 1
13 13 Node 9.0 23.8 XL 1-1/4 19.3 0.078 2.684 -35.6 6.9 Pipe
14 Node 9.0 26.5 120 1.250 15.4 0.000
2T 1 .452 34.7 0.009
59 12 Node 9.0 23.7 XL 1-114 19.3 0.083 2.857 -36.8 7.1 Pipe
15 Node 9.0 26.6 120 1.250 15.4 0.000
2T 1.452 34.7 0.009
57 52 Node 9.0 36.1 XL 1-1/4 32.5 0.117 5.609 44.5 8.6 Pipe
49 Node 9.0 30.5 120 1.250 15.4 0.000
2T 1.452 47.9 0.011
56 46 Node 9.0 26.8 XL 1-1/4 20.7 0.118 4.254 44.6 8.6 Pipe
43 Node 9.0 22.6 120 1.250 15.4 0.000
2T 1.452 36.1 0.011
51 50 Node 9.0 30.7 XL 1-1/4 32.5 0.112 5.331 -43.3 8.4 Pipe
51 Node 9.0 36.0 120 1.250 15.4 0.000
2T 1.452 47.9 0.011
45 44 Node 9.0 22.7 XL 1-1/4 20.7 0.111 3.992 -43.1 8.4 Pipe
45 Node 9.0 26.7 120 1.250 15.4 0.000
2T 1.452 36.1 0.011
64 55 Node 9.0 29.7 XL 1-1/2 63.5 0.119 9.919 -66.5 9.5 Pipe
20 Node 9.0 39.7 120 1.500 20.1 0.000
2T 1.687 83.6 0.009
65 56 Node 9.0 30.0 XL 1-1/2 63.5 0.118 9.825 -66.1 9.5 Pipe
21 Node 9.0 39.9 120 1.500 20.1 0.000
2T 1.687 83.6 0.009
54 53 Node 9.0 37.4 XL 2 30.7 0.061 1.853 -87.8 7.7 Pipe
54 Node 9.0 39.2 120 2.000 0.0 0.000
2.154 30.7 0.005
53 52 Node 9.0 36.1 XL 2 8.2 0.061 1.231 -87.8 7.7 Pipe
53 Node 9.0 37.4 120 2.000 12.2 0.000
2E 2.154 20.4 0.005
48 47 Node 9.0 28.0 XL 2 23.4 0.061 1.411 -87.8 7.7 Pipe
48 Node 9.0 29.4 120 2.000 0.0 0.000
2.154 23.4 0.005
49 48 Node 9.0 29.4 XL 2 6.6 0.061 1.138 -87.8 7.7 Pipe
49 Node 9.0 30.5 120 2.000 12.2 0.000
2E 2.154 18.9 0.005
47 46 Node 9.0 26.8 XL 2 6.6 0.061 1.138 -87.8 7.7 Pipe
47 Node 9.0 28.0 120 2.000 12.2 0.000
2E 2.154 18.9 0.005
52 51 Node 9.0 36.0 XL 2 8.5 0.016 0.139 -43.3 3.8 Pipe
52 Node 9.0 36.1 120 2.000 0.0 0.000
2.154 8.5 0.002
50 49 Node 9.0 30.5 XL 2 8.5 0.016 0.139 -43.3 3.8 Pipe
50 Node 9.0 30.7 120 2.000 0.0 0.000
2.154 8.5 0.002
46 45 Node 9.0 26.7 XL 2 8.5 0.016 0.138 -43.1 3.8 Pipe
46 Node 9.0 26.8 120 2.000 0.0 0.000
2.154 8.5 0.002
OmniCADD Hydraulic Calculation Software v. 2,1
.ember 19, 01 09:14 AM
CREEKSIDE ESTATES GARAGE
FLOW DIAGRAM
Page: 10
45
43,3
220.4
56
29(470.4)
OmniCADD Hydraulic Calculation Software v. 2.1
.ember 19, 01 09:14 AM
CREEKSIDE ESTATES GARAGE
Page: 1
FLOW DIAGRAM
42
87.8
30~12
31
61.6
36,5 6
41.8
59(19,8)
~
3(20,9)
58(19,5)
17,7
....
38(24.9) 32(22.9) .....
, ~ ~...... 73 39(24,9)
:'..~/"~ ~ . "'Z" ,.",,"'~,
, 8~8~ ~ i ~
. ~~/~ ~ "" ~" .
" ~,~5. 28153 ~. '~~ ~,
43~ 32~ ~:,
'......~....... ~ ~
51 52 ...............~ ~'
"'~ "~
23
20
54
24
22
154,2
~'
.....
.....
~
25
.
..
26
27
28
220.4
'-
OmniCADD Hydraulic Calculation Software v. 2.1
HYDRAULIC CALCULATIONS
for
CREEKSIDE ESTATES
16510 TRANQUILITY COURT SE
PRIOR LAKE, MN. 55372
Contract No.
Date 09-21-01
Design Data:
Remote Area Location
Occupancy Classification
Density
Remote Area Size
Coverage per Sprinkler
Sprinkler K-Factor
No. of Sprinkler Calculated
In-Rack Demand
Source Hose Demand
Total Water Including Hose
Name of Contractor
Name of Designer
Address
Authority Having Jurisdiction
THIRD FLOOR CORRIDOR
LIGHT
0.10 gpm/sq.ft
0.0 sq.ft
0.0 sq.ft
5.40
5
0.0 gpm
100.0 gpm
202.8 gpm
METRO FIRE PROTECTION, INC.
TODD
8145 LAKE DRIVE,L1NO LAKES, MN. 55014
CITY OF PRIOR LAKE
OmniCADD Hydraulic Calculation Software v. 2.1
..oer 19, 01 09:14 AM
CREEKSIDE ESTATES CORRIDOR
GENERAL RESULTS
Page: 2
Maximum Imbalance
202.8 gpm
0.0 gpm
102.8 gpm
100.0 gpm
0.001 gpm
0.0 gpm
10.5 ftls
Total Water Including Hose
Additional Allowances
Discharge from Sprinklers
Source Hose Demand
Average Imbalance
Maximum Velocity @ Pipe: 58
Maximum Fr. Loss @ Pipe: 58
0.076 psi/ft
Remote Area was not Peaked
Velocity pressures have been used for information only, and are not valid for balancing the system.
SOURCE: 26
67.0 psi
63.0 psi
4700.0 gpm
100.0 gpm
67.0 psi
44.0 psi
34.3%, 23.0 psi
102.8 gpm
Static Pressure
Residual Pressure
Flow
Hose Allowance
Available Pressure
Required Pressure
Safety Factor
Water Flowing
OmniCADD Hydraulic Calculation Software v. 2.1
,,,oer 19, 01 09:14 AM
o 600 1100
70 II
rt ~ ~
)
60
50
:;
40
PSI
30
20
I
10 :1
o
o 600 1100
1500
1500
1900
1900
CREEKSIDE ESTATES CORRIDOR
2200
2500
2800
3000
Water Curves for Src : 26
3200
3400
3600
3800
4000
2200
2500
2800
Curve
Supply Curve with Hose @ Src : 26
Demand Curve @ Src : 26
3000
3200 3400
GPM
3600
3800
4000
Values - X: psi @ gpm
D : 67 @ 0 - E: 67 @ 102.8 - F: 63 @ 4600
16.5 @ 0 - G: 44 @ 102.8
OmniCADD Hydraulic Calculation Software v. 2.1
4200
4200
4400
4400
4600
Page: 3
70
F
~
60
50
40
30
20
10
o
4600
_.oIDer 19, 01 09:14 AM CREEKSIDE ESTATES CORRIDOR Page: 4
NODES
# Type Value Elevation X y , Res. Pres. ' Discharge
ft ft ft psi ~m -
26 Src [...J 0.0 157.8 10.0 44.0 100.0
60 Head 5.40 38.0 67.9 269.3 13.7 20.0
64 Head 5.40 38.0 118.1 267.3 15.4 21.2
63 Head 5.40 38.0 104.2 267.3 14.8 20.7
62 Head 5.40 38.0 90.2 267.3 14.4 20.5
61 Head 5.40 38.0 76.2 267.3 14.2 20.4
32 Node 19.0 71.1 269.3 24.0
31 Node 19.0 67.9 269.3 23.5
36 Node 19.0 118.1 267.3 25.3
35 Node 19.0 104.2 267.3 24.6
34 Node 19.0 90.2 267.3 24.3
33 Node 19.0 76.2 267.3 24.1
15 Node 19.0 147.4 263.8 29.5
10 Node 19.0 118.1 263.8 26.3
9 Node 19.0 104.2 263.8 25.6
8 Node 19.0 90.2 263.8 25.2
7 Node 19.0 76.2 263.8 25.0
6 Node 19.0 71.1 263.8 25.0
18 Node 19.0 160.0 249.4 32.1
17 Node 19.0 147.4 249.4 31.1
19 Node 9.0 160.5 249.2 36.9
20 Node 9.0 160.5 238.8 37.5
21 Node 9.0 150.1 238.6 38.0
23 Node 4.0 150.5 226.0 42.0
22 Node 9.0 150.1 225.8 38.6
24 Node 4.0 150.4 222.2 42.2
25 Node - I 0.0 150.8 221.9 43.9
OmniCADD Hydraulic Calculation Software v. 2.1
A,lDer 19. 01 09:14 AM CREEKSIDE ESTATES CORRIDOR Page: 5
PIPES
Start/End Nodes Material Size Length Pres.Fr.Loss
# - HWC Nom.Diam. Eq.Length Fr. Loss Pres.Elev.Loss Flow Velocity Type
# Type Value Elevation Res.Pres. Discharge Fittings Int.Diam. Total Length Pres.Vel.Loss I
I ft psi Q.~m ft psi/ft psi gpm ftIs
59 60 Head 5.40 38.0 13.7 20.0 CPVC 1 19.0 0.068 1.551 -20.0 6.7 Pipe
31 Node 19.0 23.5 150 1.000 3.8 8.227
E 1.101 22.8 0.015
63 64 Head 5.40 38.0 15.4 21.2 CPVC 1 19.0 0.076 1.724 -21.2 7.1 Pipe
36 Node 19.0 25.3 150 1.000 3.8 8.227
E 1.101 22.8 0.016
62 63 Head 5.40 38.0 14.8 20.7 CPVC 1 19.0 0.073 1.661 -20.7 7.0 Pipe
35 Node 19.0 24.6 150 1.000 3.8 8.227
E 1.101 22.8 0.016
61 62 Head 5.40 38.0 14.4 20.5 CPVC 1 19.0 0.071 1.625 -20.5 6.9 Pipe
34 Node 19.0 24.3 150 1.000 3.8 8.227
E 1.101 22.8 0.016
60 61 Head 5.40 38.0 14.2 20.4 CPVC 1 19.0 0.070 1.608 -20.4 6.9 Pipe
33 Node 19.0 24.1 150 1.000 3.8 8.227
E 1.101 22.8 0.016
30 31 Node 19.0 23.5 CPVC 1 3.2 0.068 0.477 -20.0 6.7 Pipe
32 Node 19.0 24.0 150 1.000 3.8 0.000
E 1.101 7.0 0.015
31 32 Node 19.0 24.0 CPVC 1 5.5 0.068 1.025 -20.0 6.7 Pipe
6 Node 19.0 25.0 150 1.000 9.6 0.000
T 1.101 15.1 0.015
35 36 Node 19.0 25.3 CPVC 1 3.5 0.076 0.988 -21.2 7.1 Pipe
10 Node 19.0 26.3 150 1.000 9.6 0.000
T 1.101 13.1 0.016
34 35 Node 19.0 24.6 CPVC 1 3.5 0.073 0.952 -20.7 7.0 Pipe
9 Node 19.0 25.6 150 1.000 9.6 0.000
T 1.101 13.1 0.016
33 34 Node 19.0 24.3 CPVC 1 3.5 0.071 0.931 -20.5 6.9 Pipe
8 Node 19.0 25.2 150 1.000 9.6 0.000
T 1.101 13.1 0.016
32 33 Node 19.0 24.1 CPVC 1 3.5 0.070 0.922 -20.4 6.9 Pipe
7 Node 19.0 25.0 150 1.000 9.6 0.000
T 1.101 13.1 0.016
58 15 Node 19.0 29.5 CPVC 2 29.2 0.076 3.217 102.8 10.5 Pipe
10 Node 19.0 26.3 150 2.000 13.0 0.000
T 2.003 42.2 0.007
57 15 Node 19.0 29.5 CPVC 2 14.4 0.076 1.594 -102.8 10.5 Pipe
17 Node 19.0 31.1 150 2.000 6.5 0.000
E 2.003 20.9 0.007
9 9 Node 19.0 25.6 CPVC 2 14.0 0.050 0.696 -81.6 8.3 Pipe
10 Node 19.0 26.3 150 2.000 0.0 0.000
2.003 14.0 0.006
8 8 Node 19.0 25.2 CPVC 2 14.0 0.029 0.404 -60.9 6.2 Pipe
9 Node 19.0 25.6 150 2.000 0.0 0.000
2.003 14.0 0.004
7 7 Node 19.0 25.0 CPVC 2 14.0 0.014 0.189 -40.4 4.1 Pipe
8 Node 19.0 25.2 150 2.000 0.0 0.000
2.003 14.0 0.003
OmniCADD Hydraulic Calculation Software v. 2.1
,"lber 19, 01 09:14 AM CREEKSIDE ESTATES CORRIDOR Page: 6
PIPES
Start/End Nodes Material Size Length Pres.Fr.Loss
# HWC Nom.Diam. Eq.Length Fr. Loss Pres.Elev.Loss Flow Velocity Type
# Type Value Elevation Res. Pres. Discharge Fittings Int.Diam. Total Length Pres.Vel.Loss
I ft psi gpm ft psi/ft psi gpm ftIs
6 6 Node 19.0 25.0 CPVC 2 5.1 0.004 0.019 -20.0 2.0 Pipe
7 Node 19.0 25.0 150 2.000 0.0 0.000
2.003 5.1 0.001
17 17 Node 19.0 31.1 CPVC 2 12.6 0.076 0.959 -102.8 10.5 Pipe
18 Node 19.0 32.1 150 2.000 0.0 0.000
2.003 12.6 0.007
25 25 Node 0.0 43.9 DUCTILE 6 212.0 0.000 0.118 -102.8 1.2 Pipe
26 Src [...] 0.0 44.0 100.0 140 6.000 78.2 0.000
TG2E 6.020 290.3 0.000
24 24 Node 4.0 42.2 DUCTILE 6 4.0 0.001 0.009 -102.8 1.2 Pipe
25 Node 0.0 43.9 120 6.000 13.5 1.732
E 6.020 17.5 0.000
18 18 Node 19.0 32.1 DYNA 2-1/2 10.0 0.027 0.518 -102.8 5.7 Pipe
19 Node 9.0 36.9 120 2.500 9.3 4.330
E 2.703 19.3 0.002
19 19 Node 9.0 36.9 DYNA 2-1/2 10.5 0.027 0.530 -102.8 5.7 Pipe
20 Node 9.0 37.5 120 2.500 9.3 0.000
E 2.703 19.8 0.002
20 20 Node 9.0 37.5 DYNA 2-1/2 10.4 0.027 0.528 -102.8 5.7 Pipe
21 Node 9.0 38.0 120 2.500 9.3 0.000
E 2.703 19.7 0.002
21 21 Node 9.0 38.0 DYNA 2-1/2 12.9 0.027 0.593 -102.8 5.7 Pipe
22 Node 9.0 38.6 120 2.500 9.3 0.000
E 2.703 22.2 0.002
22 22 Node 9.0 38.6 Sch40 2-1/2 5.0 0.042 1.207 -102.8 6.9 Pipe
23 Node 4.0 42.0 120 2.500 24.0 2.165
82ER 2.469 29.0 0.003
23 23 Node 4.0 42.0 Sch40 4 3.8 0.004 0.184 -102.8 2.6 Pipe
24 Node 4.0 42.2 120 4.000 44.0 0.000
GS2E 4.026 47.8 0.000
OmniCADD Hydraulic Calculation Software v. 2.1
.;,nber 19,01 09:14 AM
CREEKSIDE ESTATES CORRIDOR
FLOW DIAGRAM
Page: 7
60(20.0)
61(~04)
62(~0.5)
63(2,0,7)
31
~133 '
32.
7 404 ,
8 34
60.9~'
9 35
816~
" ~:~,
1~
64(21.2)
r
21
22~ ---'
0:--- . ~19
24J23 20
25
102.8
26(202,8)
OmniCADD Hydraulic Calculation Software v. 2.1
HYDRAULIC CALCULATIONS
for
CREEKSIDE ESTATES
16510 TRANQUILITY COURT SE
PRIOR LAKE, MN. 55372
Contract No.
Date 09-)1-01
Detlgn Data:
Remote Area Location
Occupancy Classification
Density
Remote Area Size
Coverage per Sprinkler
Sprinkler K-Factor
No. of Sprinkler Calculated
In-Rack Demand
Source Hose Demand
Total Water Including Hose
Name of Contractor
Name of Designer
Address
Authority Having Jurisdiction
ATTIC
LIGHT
0.10 gpm/sq.ft
2535.0 sq.ft
130.0 sq.ft
5.60
27
0.0 gpm
100.0 gpm
564.4 gpm
METRO FIRE PROTECTION, INC.
TODD
8145 LAKE DRIVE,L1NO LAKES, MN. 55014
CITY OF PRIOR LAKE
OmniCADD Hydraulic Calculation Software v. 2.1
.oer 19, 01 09:12 AM
CREEKSIDE 24 UNIT ATTIC
GENERAL RESULTS
Page: 2
Maximum Imbalance
564.4 gpm
0.0 gpm
464.4 gpm
100.0 gpm
0.001 gpm
0.0 gpm
14.9 ftIs
Total Water Including Hose
Additional Allowances
Discharge from Sprinklers
Source Hose Demand
Average Imbalance
Maximum Velocity @ Pipe: 60
Maximum Fr. Loss @ Pipe: 60
0.287 psi/ft
Remote Area was not Peaked
Velocity pressures have been used for information only, and are not valid for balancing the system.
SOURCE: 27
67.0 psi
63.0 psi
4700.0 gpm
100.0 gpm
66.9 psi
55.3 psi
17.4%,11.6 psi
464.4 gpm
Static Pressure
Residual Pressure
Flow
Hose Allowance
Available Pressure
Required Pressure
Safety Factor
Water Flowing
OmniCADD Hydraulic Calculation Software v. 2.1
.oer 19, 01 09:12 AM
CREEKSIDE 24 UNIT ATTIC
Page: 3
Water Curves for Src : 27
1500
2200
2500
2800
3000
3200
3400
3600
3800
4000
4200
4400
4600
o 600 1100
70 rJ11
D
601
1900
70
F
:::;
60
G
50 50
~ I 40
40 I I
PSI
30 30
20 ~, 20
,I
10 \ 10
o
o
o 600 1100
1500
1900
2200
2500
2800
3000
3200 3400
GPM
3600
3800
4000
4200
4400
4600
Curve
Supply Curve with Hose @ Src : 27
Demand Curve @ Src : 27
Values - X: psi @ gpm
D : 67 @ 0 - E: 66.9 @ 464.4 - F: 63 @ 4600
20.4 @ 0 - G: 55.3 @ 464.4
OmniCADD Hydraulic Calculation Software v. 2.1
.oer 19,01 09:12 AM CREEKSIDE 24 UNIT ATTIC Page: 4
NODES
# Type Value Elevation X y , Res. Pres. ' Discharge
ft ft ft psi gl?m
27 Src [...] 0.0 137.8 7.4 55.3 100.0
32 Head 5.60 39.0 58.6 217.4 7.9 15.8
34 Head 5.60 39.0 65.4 215.1 8.2 16.0
31 Head 5.60 39.0 51.9 215.1 7.9 15.8
14 Head 5.60 39.0 82.0 210.6 12.5 19.8
13 Head 5.60 39.0 72.0 210.6 10.3 17.9
11 Head 5.60 39.0 62.0 210.6 8.7 16.5
10 Head 5.60 39.0 58.7 210.6 8.5 16.3
9 Head 5.60 39.0 54.0 210.6 8.2 16.1
7 Head 5.60 39.0 44.0 210.6 8.0 15.9
5 Head 5.60 39.0 41.6 205.7 7.9 15.7
41 Head 5.60 43.0 82.0 198.4 12.9 20.1
40 Head 5.60 43.0 72.0 198.4 11.1 18.6
39 Head 5.60 43.0 62.0 198.4 10.0 17.7
4 Head 5.60 39.0 41.6 196.0 7.9 15.7
30 Head 5.60 39.0 33.9 194.5 7.3 15.1
37 Head 5.60 43.0 57.9 194.4 9.0 16.8
28 Head 5.60 39.0 27.0 190.1 7.0 14.8
35 Head 5.60 43.0 66.9 189.1 8.6 16.4
2 Head 5.60 39.0 41.6 186.7 8.4 16.3
44 Head 5.60 43.0 57.9 186.4 9.1 16.9
43 Head 5.60 47.0 84.0 186.2 12.3 19.6
42 Head 5.60 47.0 76.0 186.2 12.0 19.4
1 Head 5.60 39.0 41.6 185.7 8.6 16.4
45 Head 5.60 43.0 57.9 178.4 9.4 17.1
49 Head 5.60 43.0 82.0 174.0 13.4 20.5
48 Head 5.60 43.0 72.0 174.0 11.5 19.0
47 Head 5.60 43.0 62.0 174.0 10.5 18.1
33 Node 39.0 65.4 217.4 8.1
15 Node 39.0 88.8 210.6 17.0
12 Node 39.0 65.4 210.6 9.1
8 Node 39,0 51.9 210.6 8.2
6 Node 39.0 41.6 210.6 8.0
16 Node 39.0 88.8 198.4 17.1
38 Node 43.0 57.9 198.4 9.7
55 Node 43.0 88.8 198.4 14.2
3 Node 39.0 41.6 194.5 7.9
29 Node 39.0 27.0 194.5 7.2
36 Node 43.0 57.9 189.1 8.9
17 Node 39.0 88.8 186.2 17.4
54 Node 47.0 88.8 186.2 13.6
19 Node 39.0 146.1 181.9 22.9
18 Node 39.0 88.8 181.9 18.0
20 Node 39.0 146.1 177.2 23.9
21 Node 9.0 146.6 177.1 39.4
50 Node 39.0 88.8 174.0 17.8
46 Node 43.0 57.9 174.0 10.1
53 Node 43.0 88.8 174.0 14.9
52 Node 39.0 88.8 161.8 17.7
51 Node 39.0 41.6 161.8 14.2
22 Node 9.0 147.2 154.9 41.4
23 Node 9,0 137.5 154.9 42.7
OmniCADD Hydraulic Calculation Software v. 2.1
.oer 19, 01 09:12 AM
# Tyoe
24 Node
25 Node
26 Node
NODES
CREEKSIDE 24 UNIT ATTIC
Value I Elevation I X
ft ft
9.0 137.6
3.0 137.7
0.0 137.7
Y I Res. Pres.
ft psi
143.4 44.0
143.1 52.4
142.8 53.8
Page: 5
I
Discharge I
gpm 1
OmniCADD Hydraulic Calculation Software v, 2.1
.lber 19, 01 09:12 AM CREEKSIDE 24 UNIT ATTIC Page: 6
PIPES
Start/End Nodes Material Size Length Pres.Fr.Loss
# HWC Nom.Diam. Eq.Length Fr. Loss Pres.Elev.Loss Flow Velocity Type
# Type Value Elevation Res. Pres. Discharge FittinQs Int.Diam. Total Length Pres.Vel.Loss
ft ~si gpm ft psi/ft psi Qpm ftls
26 26 Node 0.0 53.8 DUCTILE 6 135.4 0.007 1.418 -464.4 5.2 Pipe
27 Src [...] 0.0 55.3 100.0 140 6.000 78.2 0.000
TG2E 6.020 213.7 0.000
25 25 Node 3.0 52.4 DUCTILE 6 3.0 0.007 0.139 -464.4 5.2 Pipe
26 Node 0.0 53.8 140 6.000 18.0 1.299
E 6.020 21.0 0.000
15 15 Node 39.0 17.0 DYNA 4 12.2 0.010 0.119 -169.5 3.7 Pipe
16 Node 39.0 17.1 100 4.000 0.0 0.000
4.310 12.2 0.001
16 16 Node 39.0 17.1 DYNA 4 12.2 0.022 0.261 -259.1 5.7 Pipe
17 Node 39.0 17.4 100 4.000 0.0 0.000
4.310 12.2 0.001
17 17 Node 39.0 17.4 DYNA 4 4.3 0.028 0.671 -298.1 6.6 Pipe
18 Node 39.0 18.0 100 4.000 19.9 0.000
T 4.310 24.2 0.001
18 18 Node 39.0 18.0 DYNA 4 57.3 0.063 4.862 -464.4 10.2 Pipe
19 Node 39.0 22.9 100 4.000 19.9 0.000
T 4.310 77.2 0.002
19 19 Node 39.0 22.9 DYNA 4 4.7 0.063 0.921 -464.4 10.2 Pipe
20 Node 39.0 23.9 100 4.000 9.9 0.000
E 4.310 14.6 0.002
49 50 Node 39.0 17.8 DYNA 4 7.9 0.009 0.262 -166.4 3.7 Pipe
18 Node 39.0 18.0 100 4.000 19.9 0.000
T 4.310 27.8 0.001
20 20 Node 39.0 23.9 DYNA 4 30.0 0.063 2.515 -464.4 10.2 Pipe
21 Node 9.0 39.4 100 4.000 9.9 12.990
E 4.310 40.0 0.002
21 21 Node 9.0 39.4 DYNA 4 22.2 0.063 2.025 -464.4 10.2 Pipe
22 Node 9.0 41.4 100 4.000 9.9 0.000
E 4.310 32.2 0.002
52 52 Node 39.0 17.7 DYNA 4 12.2 0.002 0.026 -74.6 1.6 Pipe
50 Node 39.0 17.8 100 4.000 0.0 0.000
4.310 12.2 0.000
22 22 Node 9.0 41.4 DYNA 4 9.6 0.063 1.233 -464.4 10.2 Pipe
23 Node 9.0 42.7 100 4.000 9.9 0.000
E 4.310 19.6 0.002
23 23 Node 9.0 42.7 DYNA 4 11.5 0.063 1.347 -464.4 10.2 Pipe
24 Node 9.0 44.0 100 4.000 9.9 0.000
E 4.310 21.4 0.002
24 24 Node 9.0 44.0 Sch40 4 6.0 0.063 5.762 -464.4 11.7 Pipe
25 Node 3.0 52.4 120 4.000 86.0 2.598
2GSD3E 4.026 92.0 0.002
31 32 Head 5.60 39.0 7.9 15.8 XL 1-1/4 6.7 0.024 0.228 -15.8 3.1 Pipe
33 Node 39.0 8.1 100 1.250 2.7 0.000
E 1 .452 9.5 0.004
32 33 Node 39.0 8.1 XL 1-1/4 2.3 0.024 0.055 -15.8 3.1 Pipe
34 Head 5.60 39.0 8.2 16.0 100 1.250 0.0 0.000
1.452 2.3 0.004
OmniCADD Hydraulic Calculation Software v. 2.1
,oer 19, 01 09:12 AM CREEKSIDE 24 UNIT A TIIC Page: 7
PIPES
Start/End Nodes Material Size Length Pres.Fr.Loss
it HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type
# Type Value Elevation Res. Pres. Discharge Fittings Int.Diam. Total Length Pres.Vel.Loss
I ft l>,si apm ft psUft ~i gpm ftIs
33 34 Head 5.60 39.0 8.2 16.0 XL 1-1/4 4.5 0.088 0.883 -31.8 6.2 - Pipe
12 Node 39.0 9.1 100 1.250 5.5 0.000
T 1.452 10.0 0.008
30 31 Head 5.60 39.0 7.9 15.8 XL 1-114 4.5 0.024 0.241 -15.8 3.1 Pipe
8 Node 39.0 8.2 100 1.250 5.5 0.000
T 1.452 10.0 0.004
37 38 Node 43.0 9.7 XL 1-1/4 4.1 0.096 0.389 -33.2 6.4 Pipe
39 Head 5.60 43.0 10.0 17.7 100 1.250 0.0 0.000
1 .452 4.1 0.008
28 29 Node 39.0 7.2 XL 1-1/4 6.9 0.022 0.148 -14.8 2.9 Pipe
30 Head 5.60 39.0 7.3 15.1 100 1.250 0.0 0.000
1 .452 6.9 0.004
36 37 Head 5.60 43.0 9.0 16.8 XL 1-114 4.0 0.096 0.644 -33.2 6.4 Pipe
38 Node 43.0 9.7 100 1.250 2.7 0.000
E 1.452 6.7 0.008
35 36 Node 43.0 8.9 XL 1-1/4 5.3 0.026 0.138 -16.4 3.2 Pipe
37 Head 5.60 43.0 9.0 16.8 100 1.250 0.0 0.000
1.452 5.3 0.004
27 28 Head 5.60 39.0 7.0 14.8 XL 1-1/4 4.4 0.022 0.154 -14.8 2.9 Pipe
29 Node 39.0 7.2 100 1.250 2.7 0.000
E 1.452 7.2 0.004
34 35 Head 5.60 43.0 8.6 16.4 XL 1-1/4 9.0 0.026 0.304 -16.4 3.2 Pipe
36 Node 43.0 8.9 100 1.250 2.7 0.000
E 1 .452 11.7 0.004
- Head -- - - 9.1 16.9 -- XL 1-f/4 8.0 0.028 0.220 -16.9 3.3 Pipe
43 44 5.60 43.0
45 Head 5.60 43.0 9.4 17.1 100 1.250 0.0 0.000
1.452 8.0 0.004
41 42 Head 5.60 47.0 12.0 19.4 XL 1-1/4 8.0 0.035 0.282 -19.4 3.8 Pipe
43 Head 5.60 47.0 12.3 19.6 100 1.250 0.0 0.000
1.452 8.0 0.005
56 43 Head 5.60 47.0 12.3 19.6 XL 1-1/4 4.8 0.129 1.322 -39.0 7.6 Pipe
54 Node 47.0 13.6 100 1.250 5.5 0.000
T 1.452 10.3 0.010
44 45 Head 5.60 43.0 9.4 17.1 XL 1-1/4 4.4 0.100 0.716 -34.1 6.6 Pipe
46 Node 43.0 10.1 100 1.250 2.7 0.000
E 1.452 7.1 0.009
45 46 Node 43.0 10.1 XL 1-1/4 4.1 0.100 0.408 -34.1 6.6 Pipe
47 Head 5.60 43.0 10.5 18.1 100 1.250 0.0 0.000
1 .452 4.1 0.009
4 4 Head 5.60 39.0 7.9 15.7 XL 1-1/2 9.8 0.001 0.008 -3.7 0.5 Pipe
5 Head 5.60 39.0 7.9 15.7 100 1.500 0.0 0.000
1.687 9.8 0.001
5 5 Head 5.60 39.0 7.9 15.7 XL 1-1/2 4.9 0.017 0.144 -19.4 2.8 Pipe
6 Node 39.0 8.0 100 1.500 3.6 0.000
E 1.687 8.5 0.003
39 40 Head 5.60 43.0 11.1 18.6 XL 1-1/2 10.0 0.181 1.809 -69.6 10.0 Pipe
41 Head 5.60 43.0 12.9 20.1 100 1.500 0.0 0.000
1.687 10.0 0.010
OmniCADD Hydraulic Calculation Software v. 2.1
..ber 19, 01 09:12 AM CREEKSIDE 24 UNIT ATTIC Page: 8
PIPES
Start/End Nodes Material Size Length Pres.Fr.Loss
# HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type
# Type Value Elevation Res. Pres. Discharge Fittinlls Int.Diam. Total Lenllth Pres.Vel.Loss
ft psi ll~m ft psi/ft psi 9pm ftIs
38 39 Head 5.60 43.0 10.0 17.7 XL 1-1/2 10.0 0.102 1.017 -50.9 7.3 Pipe
40 Head 5.60 43.0 11.1 18.6 100 1.500 0.0 0.000
1.687 10.0 0.007
3 3 Node 39.0 7.9 XL 1-1/2 1.4 0.007 0.010 12.0 1.7 Pipe
4 Head 5.60 39.0 7.9 15.7 100 1.500 0.0 0.000
1.687 1.4 0.002
29 30 Head 5.60 39.0 7.3 15.1 XL 1-1/2 7.7 0.038 0.566 -30.0 4.3 Pipe
3 Node 39.0 7.9 100 1.500 7.2 0.000
T 1.687 14.9 0.004
1 Head 5.60 39.0 8.6 16.4 XL 1-1/2 1.0 0.130 0.135 58.2 8.4 Pipe
2 Head 5.60 39.0 8.4 16.3 100 1.500 0.0 0.000
1.687 1.0 0.008
2 2 Head 5.60 39.0 8.4 16.3 XL 1-1/2 7.8 0.071 0.555 42.0 6.0 Pipe
3 Node 39.0 7.9 100 1.500 0.0 0.000
1.687 7.8 0.006
50 1 Head 5.60 39.0 8.6 16.4 XL 1-1/2 23.9 0.206 5.657 -74.6 10.7 Pipe
51 Node 39.0 14.2 100 1.500 3.6 0.000
E 1.687 27.5 0.010
47 48 Head 5.60 43.0 11.5 19.0 XL 1-1/2 10.0 0.189 1.889 -71.2 10.2 Pipe
49 Head 5.60 43.0 13.4 20.5 100 1.500 0.0 0.000
1.687 10.0 0.010
46 47 Head 5.60 43.0 10.5 18.1 XL 1-1/2 10.0 0.107 1.063 -52.2 7.5 Pipe
48 Head 5.60 43.0 11.5 19.0 100 1.500 0.0 0.000
1.687 10.0 0.007
13 13 Head 5.60 39.0 10.3 - 17.9 XL 2 10.0 0.228 2.270 -149.6 13.2 Pipe
14 Head 5.60 39.0 12.5 19.8 100 2.000 0.0 0.000
2.154 10.0 0.008
60 14 Head 5.60 39.0 12.5 19.8 XL 2 6.7 0.287 4.419 -169.5 14.9 Pipe
15 Node 39.0 17.0 100 2.000 8.7 0.000
T 2.154 15.5 0.009
12 12 Node 39.0 9.1 XL 2 6.6 0.180 1.186 -131.7 11.6 Pipe
13 Head 5.60 39.0 10.3 17.9 100 2.000 0.0 0.000
2.154 6.6 0.007
10 10 Head 5.60 39.0 8.5 16.3 XL 2 3.4 0.077 0.258 -83.4 7.3 Pipe
11 Head 5.60 39.0 8.7 16.5 100 2.000 0.0 0.000
2.154 3.4 0.004
11 11 Head 5.60 39.0 8.7 16.5 XL 2 3.4 0.108 0.364 -99.9 8.8 Pipe
12 Node 39.0 9.1 100 2.000 0.0 0.000
2.154 3.4 0.005
9 9 Head 5.60 39.0 8.2 16.1 XL 2 4.6 0.052 0.239 -67.1 5.9 Pipe
10 Head 5.60 39.0 8.5 16.3 100 2.000 0.0 0.000
2.154 4.6 0.003
8 8 Node 39.0 8.2 XL 2 2.1 0.031 0.064 -51.0 4.5 Pipe
9 Head 5.60 39.0 8.2 16.1 100 2.000 0.0 0.000
2.154 2.1 0.003
7 7 Head 5.60 39.0 8.0 15.9 XL 2 7.9 0.016 0.124 -35.3 3.1 Pipe
8 Node 39.0 8.2 100 2.000 0.0 0.000
2.154 7.9 0.002
OmniCADD Hydraulic Calculation Software v. 2,1
,1ber 19, 01 09:12 AM CREEKSIDE 24 UNIT ATTIC Page: 9
PIPES
Start/End Nodes Material Size Length Pres. Fr. Loss
# HWC Nom.Diam. Eq.Length Fr. Loss Pres.Elev.Loss Flow Velocity Type
# Type Value Elevation Res. Pres. Discharge Fittings Int.Diam. Total Length Pres.Vel.Loss
I ft psi gpm ft psi/ft psi gpm ftIs
6 6 Node 39.0 8.0 XL 2 2.4 0.005 0.013 -19.4 1.7 Pipe
7 Head 5.60 39.0 8.0 15.9 100 2.000 0.0 0.000
2.154 2.4 0.001
58 41 Head 5.60 43.0 12.9 20.1 XL 2 6.8 0.088 1.365 -89.7 7.9 Pipe
55 Node 43.0 14.2 100 2.000 8.7 0.000
T 2.154 15.5 0.005
57 49 Head 5.60 43.0 13.4 20.5 XL 2 6.8 0.092 1.425 -91.7 8.1 Pipe
53 Node 43.0 14.9 100 2.000 8.7 0.000
T 2.154 15.5 0.005
55 55 Node 43.0 14.2 XL :2 4.0 0.088 1.120 -89.7 7.9 Pipe
16 Node 39.0 17.1 100 2.000 8.7 1.732
T 2.154 12.7 0.005
54 54 Node 47.0 13.6 XL 2 8.0 0.019 0.315 -39.0 3.4 Pipe
17 Node 39.0 17.4 100 2.000 8.7 3.464
T 2.154 16.7 0.002
53 53 Node 43.0 14.9 XL 2 4.0 0.092 1.168 -91.7 8.1 Pipe
50 Node 39.0 17.8 100 2.000 8.7 1.732
T 2.154 12.7 0.005
59 52 Node 39.0 17.7 XL 2 47.2 0.063 3.503 74.6 6.6 Pipe
51 Node 39.0 14.2 100 2.000 8.7 0.000
T 2.154 55.9 0.004
OmniCADD Hydraulic Calculation Software v. 2.1
.Iber 19, 01 09:12 AM
CREEKSIDE 24 UNIT ATTIC
Page: 10
FLOW DIAGRAM
51
28(14.8} 29
~3(111"1\ 194 67(1"Q}
14,84(1530.01.7' 35.3 31(15.8}
1(164) .'1 ..,:'';15,7 9(16,1) 32(15.8)
. ~ j2 033,,,~ 10(163}
711" ~\ 58 t2,O 44(16.9\>:,,51>9 1 1)(lb,:5)33
45~17:IJ' AA~~(:f7(16.8~' 'A .:0--34(160)
-"'l2(19.4} 50 9 :-gg,lh31.8 '
,1 35(164} 40(186) 131.7 .13(17.9)
47(18.1\ '... 48(19.0) '69.6""'.41~~6>1} 14(19,8)
52.2 " 43(19.6) ,. 15
-.. 9( 5) 54 89.7
71,2'"' 4 20. 39 55
746 . 169.5
, 91,7 298,1 259116
. 53 17 .
166.4
52
'~
19
23 ~21
24~.~
'25 22
1
26
464.4
27(564.4)
OmniCADD Hydraulic Calculation Software v. 2,1
.nber 19,01 09:13AM
CREEKSIDE 24 UNIT ATTIC
Page: 1
FLOW DIAGRAM
58.2 42,0
1(16.4 2(16.3)
~-------------
I 5~//-/- 45(17,1)
" 46 34,1
'-----... 47(18,1)
'.....
" 52.2
29
28(1~ 30(15.1)
'~'UI 14,tl ~ 30,0
4(15.7)
312.0
6
44(16,9)
35(16.4)
50,9
42(19.4) 40(18.6)
'~~:'"
41(20.1) 149.6
14(19,8)
3.7
48(19,0)
89.7 55
".
'-...,
.>-... 71.2 49(20.5)
74.6 ...........
''',_ 91.7 ~53 18 17
........... ,298.1
~50 166.4
52 ~
~
.~.~.
-....
~
15
39.0>
169.5
16
259.1
OmniCADD Hydraulic Calculation Software v. 2.1
HYDRAULIC CALCULATIONS
for
CREEKSIDE ESTATES
16510 TRANQUILITY COURT SE
PRIOR LAKE, MN. 55372
Contract No.
Date 09-21-01
Design Data:
Remote Area Location
Occupancy Classification
Density
Remote Area Size
Coverage per Sprinkler
Sprinkler K-Factor
No. of Sprinkler Calculated
In-Rack Demand
Source Hose Demand
Total Water Including Hose
Name of Contractor
Name of Designer
Add ress
Authority Having Jurisdiction
3rd FLOOR
RESIDENTIAL
0.10 gpm/sq.ft
0.0 sq.ft
0.0 sq.ft
5.40
4
0.0 gpm
100.0 gpm
195.1 gpm
METRO FIRE PROTECTION, INC.
TODD
8145 LAKE DRIVE,L1NO LAKES, MN. 55014
CITY OF PRIOR LAKE
4 HEADS FLOW
OmniCADD Hydraulic Calculation Software v. 2.1
"nber 19, 01 09:17 AM
CREEKSIDE ESTATES THIRD FLOOR
GENERAL RESULTS
Page: 2
Maximum Imbalance
195.1 gpm
0.0 gpm
95.1 gpm
100.0 gpm
0.001 gpm
0.0 gpm
14.2 ftls
Total Water Including Hose
Additional Allowances
Discharge from Sprinklers
Source Hose Demand
Average Imbalance
Maximum Velocity @ Pipe: 27
0.271 psilft
Maximum Fr. Loss @ Pipe: 26
Remote Area was not Peaked
Velocity pressures have been used for information only, and are not valid for balancing the system.
SOURCE: 26
67.0 psi
63.0 psi
4700.0 gpm
100.0 gpm
67.0 psi
61.5 psi
8.2%, 5.5 psi
95.1 gpm
Static Pressure
Residual Pressure
Flow
Hose Allowance
Available Pressure
Required Pressure
Safety Factor
Water Flowing
OmniCADD Hydraulic Calculation Software v. 2.1
J,nber 19, 01 09:17 AM
o 600 1100
70 I~
(~ '
o
II
G
60
50
40
PSI
30
20
10
o
o 600 1100
1500
1500
1900
1900
CREEKSIDE ESTATES THIRD FLOOR
2200
2500
2800
3000
Water Curves for Src : 26
3200
3400
3600
3800
4000
2200
2500
2800
Curve
Supply Curve with Hose @ Src : 26
Demand Curve @ Src : 26
3000
3200 3400
GPM
3600
3800
4000
Values - X: psi @ gpm
D : 67 @ 0 - E: 67 @ 95.1 - F: 63 @ 4600
16.5@0 - G:61.5@95.1
OmniCADD Hydraulic Calculation Software v. 2.1
4200
4200
4400
4400
4600
Page: 3
70
F
~
60
50
40
30
20
10
o
4600
..>,nber 19, 01 09:17 AM CREEKSIDE ESTATES THIRD FLOOR Page: 4
NODES
# Type ' Value Elevation X y , Res. Pres. Discharge
ft ft ft psi Qj)m
26 Src [...] 0.0 157.8 10.0 61.5 100.0
65 Head 5.40 38.0 43.7 264.6 25.6 27.3
63 Head 5.40 38.0 59.3 255.0 15.2 21.1
62 Head 5.40 38.0 57.3 255.0 15.2 21.1
60 Head 5.40 38.0 57.3 242.7 22.5 25.6
1 Node 19.0 43.7 264.6 38.2
15 Node 19.0 147.4 263.8 47.2
5 Node 19.0 67.0 263.8 41.4
16 Node 19.0 147.4 261.9 47.3
4 Node 19.0 67.0 261.7 40.9
3 Node 19.0 59.7 261.7 39.9
2 Node 19.0 43.7 261.6 39.7
28 Node 19.0 59.7 255.0 36.6
27 Node 19.0 58.3 255.0 33.6
61 Node 38.0 58.3 255.0 15.6
18 Node 19.0 160.0 249.4 50.2
17 Node 19.0 147.4 249.4 49.0
19 Node 9.0 160.5 249.2 55.0
30 Node 19.0 59.7 242.7 35.3
29 Node 19.0 57.3 242.7 34.6
20 Node 9.0 160.5 238.8 55.3
21 Node 9.0 150.1 238.6 55.7
23 Node 4.0 150.5 226.0 59.5
22 Node 9.0 150.1 225.8 56.2
24 Node 4.0 150.4 222.2 59.7
25 Node 0.0 ,150.8 221.9 61.4
OmniCADD Hydraulic Calculation Software v. 2.1
Jmber 19, 01 09:17 AM CREEKSIDE ESTATES THIRD FLOOR Page: 5
PIPES
Start/End Nodes Material Size Length Pres.Fr.Loss
# HWC Nom.Diam. Eq.Length Fr. Loss Pres.Elev.Loss Flow Velocity Type
# Type Value Elevation Res.Pres. Discharge Fittin~s Int.Diam. Total Length Pres.Vel.Loss
I ft psi gpm ft psilft psi g~ ftIs
62 65 Head 5.40 38.0 25.6 27.3 CPVC 1 19.0 0.121 4.390 -27.3 9.2 Pipe
1 Node 19.0 38.2 150 1.000 17.2 8.227
T2E 1.101 36.2 0.021
61 63 Head 5.40 38.0 15.2 21.1 CPVC 1 1.0 0.075 0.362 -21.1 7.1 Pipe
61 Node 38.0 15.6 150 1.000 3.8 0.000
E 1.101 4.8 0.016
60 62 Head 5.40 38.0 15.2 21.1 CPVC 1 1.0 0.075 0.362 -21.1 7.1 Pipe
61 Node 38.0 15.6 150 1.000 3.8 0.000
E 1.101 4.8 0.016
58 60 Head 5.40 38.0 22.5 25.6 CPVC 1 19.0 0.107 3.890 -25.6 8.6 Pipe
29 Node 19.0 34.6 150 1.000 17.2 8.227
T2E 1.101 36.2 0.020
1 Node 19.0 38.2 CPVC 1 2.9 0.121 1.514 -27.3 9.2 Pipe
2 Node 19.0 39.7 150 1.000 9.6 0.000
T 1.101 12.5 0.021
26 27 Node 19.0 33.6 CPVC 1 1.4 0.271 2.961 -42.2 14.2 Pipe
28 Node 19.0 36.6 150 1.000 9.6 0.000
T 1.101 10.9 0.032
29 30 Node 19.0 35.3 CPVC 1 12.4 0.107 1.327 -25.6 8.6 Pipe
28 Node 19.0 36.6 150 1.000 0.0 0.000
1.101 12.4 0.020
59 61 Node 38.0 15.6 CPVC 1 19.0 0.271 9.794 -42.2 14.2 Pipe
27 Node 19.0 33.6 150 1.000 17.2 8.227
T2E 1.101 36.2 0.032
28 29 Node 19.0 34.6 CPVC 1 2.4 0.107 0.673 -25.6 8.6 Pipe
30 Node 19.0 35.3 150 1.000 3.8 0.000
E 1.101 6.3 0.020
27 28 Node 19.0 36.6 CPVC 1-114 6.7 0.206 3.340 -67.8 14.2 Pipe
3 Node 19.0 39.9 150 1.250 9.5 0.000
T 1.394 16.2 0.020
57 15 Node 19.0 47.2 CPVC 2 80.3 0.066 5.734 95.1 9.7 Pipe
5 Node 19.0 41.4 150 2.000 6.5 0.000
E 2.003 86.8 0.007
15 15 Node 19.0 47.2 CPVC 2 1.9 0.066 0.127 -95.1 9.7 Pipe
16 Node 19.0 47.3 150 2.000 0.0 0.000
2.003 1.9 0.007
4 4 Node 19.0 40.9 CPVC 2 2.1 0.066 0.568 -95.1 9.7 Pipe
5 Node 19.0 41.4 150 2.000 6.5 0.000
E 2.003 8.6 0.007
16 16 Node 19.0 47.3 CPVC 2 12.5 0.066 1.683 -95.1 9.7 Pipe
17 Node 19.0 49.0 150 2.000 13.0 0.000
T 2.003 25.5 0.007
3 3 Node 19.0 39.9 CPVC 2 7.3 0.066 0.911 -95.1 9.7 Pipe
4 Node 19.0 40.9 150 2.000 6.5 0.000
E 2.003 13.8 0.007
2 2 Node 19.0 39.7 CPVC 2 16.0 0.007 0.191 -27.3 2.8 Pipe
3 Node 19.0 39.9 150 2.000 13.0 0.000
T 2.003 29.0 0.002
OmniCADD Hydraulic Calculation Software v. 2.1
.;mber 19, 01 09:17 AM CREEKSIDE ESTATES THIRD FLOOR Page: 6
PIPES
Start/End Nodes Material Size Length Pres. Fr. Loss
# HWC Nom.Diam. Eq.Length Fr. Loss Pres.Elev.Loss Flow Velocity Type
# Type Value Elevation Res. Pres. Discharge Fittings Int.Diam. Total Length Pres.vel.Loss
I ft psi Qpm ft psilft psi gpm fUs
17 17 Node 19.0 49.0 CPVC 2 12.6 0.066 1.259 -95.1 9.7 Pipe
18 Node 19.0 50.2 150 2.000 6.5 0.000
E 2.003 19.1 0.007
25 25 Node 0.0 61.4 DUCTILE 6 212.0 0.000 0.098 -95.1 1.1 Pipe
26 Src [00'] 0.0 61.5 100.0 140 6.000 65.4 0.000
TG2L 6.020 277.5 0.000
24 24 Node 4.0 59.7 DUCTILE 6 4.0 0.000 0.005 -95.1 1.1 Pipe
25 Node 0.0 61.4 140 6.000 11.5 1.732
L 6.020 15.6 0.000
18 18 Node 19.0 50.2 DYNA 2-1/2 10.0 0.023 0.376 -95.1 5.3 Pipe
19 Node 9.0 55.0 120 2.500 6.2 4.330
L 2.703 16.2 0.002
19 19 Node 9.0 55.0 DYNA 2-112 10.5 0.023 0.387 -95.1 5.3 Pipe
20 Node 9.0 55.3 120 2.500 6.2 0.000
L 2.703 16.7 0.002
20 20 Node 9.0 55.3 DYNA 2-1/2 10.4 0.023 0.385 -95.1 5.3 Pipe
21 Node 9.0 55.7 120 2.500 6.2 0.000
L 2.703 16.6 0.002
21 21 Node 9.0 55.7 DYNA 2-1/2 12.9 0.023 0.442 -95.1 5.3 Pipe
22 Node 9.0 56.2 120 2.500 6.2 0.000
L 2.703 19.1 0.002
23 23 Node 4.0 59.5 Sch40 4 3.8 0.003 0.159 -95.1 2.4 Pipe
24 Node 4.0 59.7 120 4.000 44.0 0.000
SGT 4.026 47.8 0.000
22 22 Node 9.0 56.2 XL 2-1/2 5.0 0.029 1.155 -95.1 5.8 Pipe
23 Node 4.0 59.5 120 2.500 34.8 2.165
LTBR 2.581 39.8 0.002
OmniCADD Hydraulic Calculation Software v. 2.1
.;mber 19,01 09:17 AM
CREEKSIDE ESTATES THIRD FLOOR
FLOW DIAGRAM
Page: 7
65(2,73)
62(21.1) 61
60(25.6). 61'11.1)
42. 1
2
27 3 5
e--.-2867,e
30 4
1J~5
~1e
22~21
19
//////J;" ~
95.1
26(195.1)
OmniCADD Hydraulic Calculation Software v. 2.1
~Inber 19,01 09:17 AM
CREEKSIDE ESTATES THIRD FLOOR
FLOW DIAGRAM
65(273)
62(21.1) 61
~
6: (21,1)
60(25.6)
.
42.2.
~
3
27
67.8
28
29
30
OmniCADD Hydraulic Calculation Software v. 2.1
Page: 1
4 5
-......
-------
~------
95.1 ~_
......
HYDRAULIC CALCULATIONS
for
CREEKSIDE ESTATES
16510 TRANQUILITY COURT SE
PRIOR LAKE, MN. 55372
Contract No.
Date 09-21-01
Design Data:
Remote Area Location
Occupancy Classification
Density
Remote Area Size
Coverage per Sprinkler
Sprinkler K-Factor
No. of Sprinkler Calculated
In-Rack Demand
Source Hose Demand
Total Water Including Hose
Name of Contractor
Name of Designer
Address
Authority Having Jurisdiction
THIRD FLOOR
ORD.1
0.15 gpm/sq.ft
0.0 sq.ft
0.0 sq.ft
5.60
3
0.0 gpm
250.0 gpm
303.1 gpm
METRO FIRE PROTECTION, INC.
TODD
8145 LAKE DRIVE,L1NO LAKES, MN. 55014
CITY OF PRIOR LAKE
OmniCADD Hydraulic Calculation Software v. 2.1
"oer 19,01 09:16AM
CREEKSIDE ESTATES STORAGE
GENERAL RESULTS
Page: 2
Maximum Imbalance
303.1 gpm
0.0 gpm
53.1 gpm
250.0 gpm
0.002 gpm
0.0 gpm
6.0 flIs
Total Water Including Hose
Additional Allowances
Discharge from Sprinklers
Source Hose Demand
Average Imbalance
Maximum Velocity @ Pipe: 60
Maximum Fr. Loss @ Pipe: 60
0.055 psi/ft
Remote Area was not Peaked
Velocity pressures have been used for information only, and are not valid for balancing the system.
SOURCE: 26
67.0 psi
63.0 psi
4700.0 gpm
250.0 gpm
67.0 psi
30.2 psi
54.9%, 36.7 psi
53.1 gpm
Static Pressure
Residual Pressure
Flow
Hose Allowance
Available Pressure
Required Pressure
Safety Factor
Water Flowing
OmniCADD Hydraulic Calculation Software v. 2.1
,lDer 19. 01 09:16 AM
o 600
70 ~~
D
60
50
40
PSI
30 (I II
20
10
o
o 600
1100
1100
1500
1800
1500
1800
CREEKSIDE ESTATES STORAGE
2100
2400
2700
2900
Water Curves for Src : 26
3100
3300
3500
3700
2100
2400
2700
Curve
Supply Curve with Hose @ Src : 26
Demand Curve @ Src : 26
2900
3100
GPM
3300
3500
3700
Values - X: psi @ gpm
o : 67 @ 0 - E: 67 @ 53.1 - F: 63 @ 4450
16.5@0 - G:30.2@53.1
OmniCADD Hydraulic Calculation Software v. 2.1
3900
3900
4100
4100
4300
4300
Page: 3
4500
70
F
-0--
60
50
40
30
20
10
o
4500
.,eer 19, 01 09:16 AM CREEKSIDE ESTATES STORAGE Page: 4
NODES
# Tvee 'Value Elevation X y , Res. Pres. ' Discharge
ft ft ft psi 91?m
26 Src [...] 0.0 157.8 10.0 30.2 250.0
62 Head 5.60 38.0 148.1 261.9 10.2 17.8
61 Head 5.60 38.0 140.3 261.9 9.9 17.6
60 Head 5,60 38.0 132.5 261.9 9.9 17.6
15 Node 19.0 147.4 263.8 20.2
14 Node 19.0 140.3 263.8 20.0
12 Node 19.0 132.5 263.8 19.9
53 Node 19.0 148.1 261.9 19.6
16 Node 19.0 147.4 261.9 20.2
50 Node 19.0 140.3 261.9 19.4
49 Node 19.0 132.5 261,9 19.3
18 Node 19.0 160.0 249.4 20.9
17 Node 19.0 147.4 249.4 20.6
19 Node 9.0 160.5 249.2 25.4
20 Node 9.0 160.5 238.8 25.6
21 Node 9.0 150.1 238.6 25.7
23 Node 4.0 150.5 226.0 28.4
22 Node 9.0 150.1 225.8 25.9
24 Node 4.0 150.4 222.2 28.5
25 Node 0.0 150.8 221.9 30.2
OmniCADD Hydraulic Calculation Software v. 2.1
.,oer 19, 01 09:16 AM CREEKSIDE ESTATES STORAGE Page: 5
PIPES
Start/End Nodes Material Size Length Pres. Fr. Loss
# Res. Pres. I Discharge HWC Nom.Diam. Eq.Length Fr. Loss Pres.Elev.loss Flow Velocity Type
# Type Value Elevation Fittings Int.Diam. Total Length Pres.Vel.Loss
I ft ~si g~m ft psilft psi 9.l?m ftls
60 62 Head 5.60 38.0 10.2 17.8 CPVC 1 19.0 0.055 1.257 -17.8 6.0 Pipe
53 Node 19.0 19.6 150 1.000 3.8 8.227
E 1.101 22.8 0.014
59 61 Head 5.60 38.0 9.9 17.6 CPVC 1 19.0 0.054 1.228 -17.6 5.9 Pipe
50 Node 19.0 19.4 150 1.000 3.8 8.227
E 1.101 22.8 0.013
58 60 Head 5.60 38.0 9.9 17.6 CPVC 1 19.0 0.054 1.226 -17.6 5.9 Pipe
49 Node 19.0 19.3 150 1.000 3.8 8.227
E 1.101 22.8 0.013
49 50 Node 19.0 19.4 CPVC 1 1.9 0.054 0.618 -17.6 5.9 Pipe
14 Node 19.0 20.0 150 1.000 9.6 0.000
T 1.101 11.5 0.013
48 49 Node 19.0 19.3 CPVC 1 1.9 0.054 0.617 -17.6 5.9 Pipe
12 Node 19.0 19.9 150 1.000 9.6 0.000
T 1.101 11.5 0.013
52 53 Node 19.0 19.6 CPVC 1 0.7 0.055 0.567 -17.8 6.0 Pipe
16 Node 19.0 20.2 150 1.000 9.6 0.000
T 1.101 10.3 0.014
14 14 Node 19.0 20.0 CPVC 2 7.1 0.011 0.211 -35.2 3.6 Pipe
15 Node 19.0 20.2 150 2.000 13.0 0.000
T 2.003 20.1 0.002
15 15 Node 19.0 20.2 CPVC 2 1.9 0.011 0.020 -35.2 3.6 Pipe
16 Node 19.0 20.2 150 2.000 0.0 0.000
2.003 1.9 0.002
57 14 Node 19.0 20.0 CPVC 2 7.8 0.003 0.023 17.6 1.8 Pipe
12 Node 19.0 19.9 150 2.000 0.0 0.000
2.003 7.8 0.001
16 16 Node 19.0 20.2 CPVC 2 12.5 0.022 0.426 -53.1 5.4 Pipe
17 Node 19.0 20.6 150 2.000 6.5 0.000
E 2.003 19.0 0.004
17 17 Node 19.0 20.6 CPVC 2 12.6 0.022 0.282 -53.1 5.4 Pipe
18 Node 19.0 20.9 150 2.000 0.0 0.000
2.003 12.6 0.004
25 25 Node 0.0 30.2 DUCTILE 6 212.0 0.000 0.035 -53.1 0.6 Pipe
26 Src [...] 0.0 30.2 250.0 140 6.000 78.2 0.000
TG2E 6.020 290.3 0.000
24 24 Node 4.0 28.5 DUCTILE 6 4.0 0.000 0.000 -53.1 0.6 Pipe
25 Node 0.0 30.2 140 6.000 0.0 1.732
6.020 4.0 0.000
18 18 Node 19.0 20.9 DYNA 2-1/2 10.0 0.008 0.152 -53.1 3.0 Pipe
19 Node 9.0 25.4 120 2.500 9.3 4.330
E 2.703 19.3 0.001
19 19 Node 9.0 25.4 DYNA 2-1/2 10.5 0.008 0.156 -53.1 3.0 Pipe
20 Node 9.0 25.6 120 2.500 9.3 0.000
E 2.703 19.8 0.001
20 20 Node 9.0 25.6 DYNA 2-1/2 10.4 0.008 0.155 -53.1 3.0 Pipe
21 Node 9.0 25.7 120 2.500 9.3 0.000
E 2.703 19.7 0.001
OmniCADD Hydraulic Calculation Software v. 2.1
"oer 19, 01 09:16 AM CREEKSIDE ESTATES STORAGE Page: 6
PIPES
StarUEnd Nodes Material Size Length Pres. Fr. Loss
# - HWC Nom.Diam. Eq.Length Fr. Loss Pres.Elev.Loss Flow Velocity Type
# Type Value Elevation Res.Pres. Discharge Fittings Int.Diam. Total Length PresVel.Loss
I ft j)si gpm ft psilft psi :;Jpm ftIs
21 21 Node 9.0 25.7 DYNA 2-1/2 12.9 0.008 0.175 -53.1 3.0 Pipe
22 Node 9.0 25.9 120 2.500 9.3 0.000
E, 2.703 22.2 0.001
22 22 Node 9.0 25.9 Sch40 2-1/2 5.0 0.012 0.355 -53.1 3.6 Pipe
23 Node 4.0 28.4 120 2.500 24.0 2.165
B2ER 2.469 29.0 0.002
23 23 Node 4.0 28.4 Sch40 4 3.8 0.001 0.054 -53,1 1.3 Pipe
24 Node 4.0 28.5 120 4.000 44.0 0.000
SG2E 4.026 47.8 0.000
OmniCADD Hydraulic Calculation Software v. 2.1
"oer 19.01 09:16 AM
CREEKSIDE ESTATES STORAGE
FLOW DIAGRAM
Page: 1
60(17.6)
[61(17,6)
[62(17,8)
;l I r
12
--.
4950'..(4
35.2~
1~5315
~,18
21
2').2 ~ ~
~ ~19
24~ :23 20
25
53,1
26(303.1 )
OmniCADD Hydraulic Calculation Software v. 2.1
,oer 19, 01 09:16 AM
CREEKSIDE ESTATES STORAGE
Page: 7
FLOW DIAGRAM
60(17.6)
,
61(\7,6)
'''t''
4~
X
50~
//,;:;////'116 ~5
53
53.1
1/______
-......
'~,
'-......-......,18
OmniCADD Hydraulic Calculation Software v. 2.1
HYDRAULIC CALCULATIONS
for
CREEKSIDE ESTATES
16510 TRANQUILITY COURT SE
PRIOR LAKE, MN. 55372
Contract No.
Date 09-21-01
Design Data:
Remote Area Location
Occupancy Classification
Density
Remote Area Size
CCverage per Sprinkler
Sprinkler K-Factor
No. of Sprinkler Calculated
In-Rack Demand
Source Hose Demand
Total Water Including Hose
Name of Contractor
Name of Designer
Address
Authority Having Jurisdiction
THIRD FLOOR STORAGE
ORD.1
0.15 gpm/sq.ft
0.0 sq.ft
0.0 sq.ft
5.60
4
0.0 gpm
250.0 gpm
331.4 gpm
METRO FIRE PROTECTION, INC.
TODD
8145 LAKE DRIVE,L1NO LAKES, MN. 55014
CITY OF PRIOR LAKE
OmniCADD Hydraulic Calculation Software v. 2.1
,'lber19,0109:15AM
CREEKSIDE ESTATES STORAGE
GENERAL RESULTS
Page: 2
Maximum Imbalance
331.4 gpm
0.0 gpm
81.4 gpm
250.0 gpm
0.001 gpm
0.0 gpm
14.0 ftls
Total Water Including Hose
Additional Allowances
Discharge from Sprinklers
Source Hose Demand
Average Imbalance
Maximum Velocity @ Pipe: 63
Maximum Fr. Loss @ Pipe: 63
0.264 psilft
Remote Area was not Peaked
Velocity pressures have been used for information only, and are not valid for balancing the system.
SOURCE: 26
67.0 psi
63.0 psi
4700.0 gpm
250.0 gpm
67.0 psi
51.3 psi
23.4%,15.6 psi
81.4 gpm
Static Pressure
Residual Pressure
Flow
Hose Allowance
Available Pressure
Required Pressure
Safety Factor
Water Flowing
OmniCADD Hydraulic Calculation Software v. 2.1
,oIber 19,01 09:15AM
o 600
70 ~ I'
)
60
G
50
40
PSI
30
I
20 !
10
o
o 600
1100
1100
CREEKSIDE ESTATES STORAGE
Page: 3
Water Curves for Src : 26
1500
1800
2100
2400
2700
2900
3100
3300
3500
3700
3900
4100
4300
4500
70
F
0-
60
50
40
30
20
10
_______________________________ 0
1500 1800 2100 2400 2700 2900 3100 3300 3500 3700 3900 4100 4300 4500
GPM
Curve
Supply Curve with Hose @ Src : 26
Demand Curve @ Src : 26
Values - X: psi @ gpm
D:67@0 - E:67@81.4 - F:63@4450
16.5@0 - G:51.3@81.4
OmniCADD Hydraulic Calculation Software v. 2.1
. olDer 19,01 09:15AM CREEKSIDE ESTATES STORAGE Page: 4
NODES
# Type Value Elevation X y Res. Pres. Discharge
ft ft ft psi g~m
26 Src [...J 0.0 157.8 10.0 51.3 250.0
54 Head 5.60 38.0 137.6 290.1 13.8 20.8
57 Head 5.60 38.0 147.0 289.6 12.1 19.5
58 Head 5.60 38.0 147.0 273.7 13.2 20.3
55 Head 5.60 38.0 137.8 272.5 13.8 20.8
59 Node 38.0 149.6 273.6 13.8
56 Node 38.0 133.0 272.4 13.9
51 Node 38.0 149.4 267.3 16.2
52 Node 19.0 147.4 267.3 34.2
48 Node 19.0 133.5 267.3 33.6
60 Node 38.0 147.4 267.3 19.0
61 Node 38.0 133.5 267.3 17.8
15 Node 19.0 147.4 263.8 37.4
13 Node 19.0 133.5 263.8 37.0
18 Node 19.0 160.0 249.4 39.4
17 Node 19.0 147.4 249.4 38.8
19 Node 9.0 160.5 249.2 44.4
20 Node 9.0 160.5 238.8 45.0
21 Node 9.0 150.1 238.6 45.7
23 Node 4.0 150.5 226.0 49.0
22 Node 9.0 150.1 225.8 46.5
24 Node 4.0 15Q.4 222.2 49.3
25 Node 0.0 150.8 221.9 51.3
OmniCADD Hydraulic Calculation Software v. 2.1
..1ber 19, 01 09:15AM CREEKSIDE ESTATES STORAGE Page: 5
PIPES
Start/End Nodes Material Size Length Pres.Fr.Loss
# HWC Nom.Diam. Eq.Length Fr. Loss Pres.Elev.Loss Flow Velocity Type
# Type Value Elevation Res. Pres. Discharge FiltinQs Int.Diam. Total LenQth Pres.Vel.Loss
I ft psi ppm ft psilft psi gpm ftIs
56 57 Head 5.60 38.0 12.1 19.5 CPVC 1 15.9 0.065 1.032 -19.5 6.6 Pipe
58 Head 5.60 38.0 13.2 20.3 150 1.000 0.0 0.000
1.101 15.9 0.015
57 58 Head 5.60 38.0 13.2 20.3 CPVC 1 2.6 0.243 0.622 -39.8 13.4 Pipe
59 Node 38.0 13.8 150 1.000 0.0 0.000
1.101 2.6 0.030
58 59 Node 38.0 13.8 CPVC 1 6.3 0.243 2.454 -39.8 13.4 Pipe
51 Node 38.0 16.2 150 1.000 3.8 0.000
E 1.101 10.1 0.030
63 56 Node 38.0 13.9 CPVC 1 5.1 0.264 3.867 -41.6 14.0 Pipe
61 Node 38.0 17.8 150 1.000 9.6 0.000
T 1.101 14.6 0.032
64 51 Node 38.0 16.2 CPVC 1 2.0 0.243 2.807 -39.8 13.4 Pipe
60 Node 38.0 19.0 150 1.000 9.6 0.000
T 1.101 11.5 0.030
61 60 Node 38.0 19.0 CPVC 1 19.0 0.243 6.944 -39.8 13.4 Pipe
52 Node 19.0 34.2 150 1.000 9.6 8.227
T 1.101 28.6 0.030
51 52 Node 19.0 34.2 CPVC 1 3.5 0.243 3.181 -39.8 13.4 Pipe
15 Node 19.0 37.4 150 1.000 9.6 0.000
T 1.101 13.1 0.030
62 61 Node 38.0 17.8 CPVC 1 19.0 0.264 7.541 -41.6 14.0 Pipe
48 Node 19.0 33.6 150 1.000 9.6 8.227
T 1.101 28.6 0.032
47 48 Node 19.0 33.6 CPVC 1 3.5 0.264 3.454 -41.6 14.0 Pipe
13 Node 19.0 37.0 150 1.000 9.6 0.000
T 1.101 13.1 0.032
53 54 Head 5.60 38.0 13.8 20.8 CPVC 2 17.7 0.004 0.070 -20.8 2.1 Pipe
55 Head 5.60 38.0 13.8 20.8 150 2.000 0.0 0.000
2.003 17.7 0.001
54 55 Head 5.60 38.0 13.8 20.8 CPVC 2 4.8 0.014 0.069 -41.6 4.2 Pipe
56 Node 38.0 13.9 150 2.000 0.0 0.000
2.003 4.8 0.003
60 15 Node 19.0 37.4 CPVC 2 13.9 0.014 0.385 41.6 4.2 Pipe
13 Node 19.0 37.0 150 2.000 13.0 0.000
T 2.003 26.9 0.003
59 15 Node 19.0 37.4 CPVC 2 14.4 0.050 1.358 -81.4 8.3 Pipe
17 Node 19.0 38.8 150 2.000 13.0 0.000
T 2.003 27.4 0.006
17 17 Node 19.0 38.8 CPVC 2 12.6 0.050 0.623 -81.4 8.3 Pipe
18 Node 19.0 39.4 150 2.000 0.0 0.000
2.003 12.6 0.006
25 25 Node 0.0 51.3 DUCTILE 6 212.0 0.000 0.077 -81.4 0.9 Pipe
26 Src [...j 0.0 51.3 250.0 140 6.000 78.2 0.000
TG2E 6.020 290.3 0.000
18 18 Node 19.0 39.4 Sch40 2 10.0 0.064 0.643 -81.4 7.8 Pipe
19 Node 9.0 44.4 120 2.000 0.0 4.330
2.067 10.0 0.005
OmniCADD Hydraulic Calculation Software v. 2.1
,flb~r 19,01 09:15 AM CREEKSIDE ESTATES STORAGE Page: 6
PIPES
Start/End Nodes Material Size Length Pres. Fr. Loss
# HWC Nom.Diam. Eq.Length Fr. Loss Pres.Elev.Loss Flow Velocity Type
# Type Value Elevation Res.Pres. Discharge Fittings Int.Diam. Total Length Pres. Vel. Loss
I ft psi gpm ft psilft psi 9.pm ftIs
19 19 Node 9.0 44.4 Sch40 2 10.5 0.064 0.673 -81.4 7.8 Pipe
20 Node 9.0 45.0 120 2.000 0.0 0.000
2.067 10.5 0.005
20 20 Node 9.0 45.0 Sch40 2 10.4 0.064 0.668 -81.4 7.8 Pipe
21 Node 9.0 45.7 120 2.000 0.0 0.000
2.067 10.4 0.005
21 21 Node 9.0 45.7 Sch40 2 12.9 0.064 0.826 -81.4 7.8 Pipe
22 Node 9.0 46.5 120 2.000 0.0 0.000
2.067 12.9 0.005
22 22 Node 9.0 46.5 Sch40 2 5.0 0.064 0.323 -81.4 7.8 Pipe
23 Node 4.0 49.0 120 2.000 0.0 2.165
2.067 5.0 0.005
23 23 Node 4.0 49.0 Sch40 2 3.8 0.064 0.245 -81.4 7.8 Pipe
24 Node 4.0 49.3 120 2.000 0.0 0.000
2.067 3.8 0.005
24 24 Node 4.0 49.3 Sch40 2 4.0 0.064 0.259 -81.4 7.8 Pipe
25 Node 0.0 51.3 120 2.000 0.0 1.732
2.067 4.0 0.005
OmniCADD Hydraulic Calculation Software v. 2.1
"nber19,01 09:15AM
CREEKSIDE ESTATES STORAGE
FLOW DIAGRAM
22 ~
.---'
24 +23
.......
-25
81.4
26(331.4)
OmniCADD Hydraulic Calculation Software v. 2.1
Page: 7
54(20.8)
61~57(19.5)
55(20.8)60 ~
58(20.3) 59
41.6 ':;1
39.8
1~
17A52
~18
2.1
..
~ 19
20
"nber 19, 01 09:15 AM
56
61~
41.5
1~4J
.~
""
'~2
----- 15
:~
CREEKSIDE ESTATES STORAGE
FLOW DIAGRAM
54(20.8)
55(20.8)
58(20.3)
~9
51
39.8
OmniCADD Hydraulic Calculation Software v. 2.1
Page: 1
57(19.5)
.~
'\ CENTRAL BVR Sidewall 3-01
Model BVR
5.4 K-factor -
Fast Response Residential
Horizontal Sidewall & Recessed Horizontal Sidewall
Glass Bulb Automatic Sprinkler
Tyco Fire Products _n www.centralsprinkler.com
451 North Cannon Avenue, Lansdale, Pennsylvania 19446 --- USA
Customer Service/Sales: Tel: (215) 362-0700/ Fax: (215) 362-5385
Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500
~
[I:I\ITRAL
~ General
~ Description
The Central Model BVR, 5.4 K-factor
Residential Horizontal Sidewall &
Recessed Horizontal Sidewall Sprinklers
are decorative glass bulb sprinklers
designed for use in residential occupan-
cies such as homes, apartments,
dormitories, and hotels.
Th~y are to be used in wet pipe residential
spnnkler systems for one- and two-family
dwellings and mobile homes per NFPA
13D; wet pipe residential sprinkler
syst~ms for residential occupancies up to
and Including four stories in height per
NFPA 13R; or, wet pipe sprinkler systems
for the residential portions of any occu-
pancy per NFPA 13.
The recessed version of the Model BVR
Residential Horizontal Sidewall Sprinkler is
obtained by utilizing the Model BVR
Horizontal Sidewall Sprinkler in combina-
tion with the Model BV ResJOR Re-
cessed Escutcheon Assembly. The
recessed version of the Central Model
BVR using a Model BV ReslQR Re-
cessed Escutcheon provides up to 3/8
inch (9,5 mm) of total adjustment from the
flush Horizontal Sidewall position.
Operation: The glass bulb contains a fluid
which expands when exposed to heat.
When.the rated temperature is reached,
the fluid expands sufficiently to shatter the
glass bulb, which then allows the sprinkler
to activate and flow water.
WARNING
The BVR Residential Horizontal
SIdewall SprInlclels described herein
must be Installed and maintained In
compliance with this document, as well
as with the applicable standards of the
Nationsl Rre ProtectIon Association, In
addition to the standards of any other
authorltJes having Jurisdiction. Failure
to do so may Impair the Integrity of
these devices.
Because of the above cited stipulations
and the varied nature of resJdent/a1
type architecture, there will be some
compartment designs which cannot be
fully sprInldered In accordance with the
recomendatIons of NFPA 13, NFPA
130, orNFPA 13R.ln the event of this
condit/on, consult the authorlt/eS
having Jurisdiction for guidance and
approval.
The owner Is responsible for maintain-
Ing their fire protection system and
devices In proper operating '....... .JItIon.
The Installing .... ..I,.':' ""...~,..r or sprinkler
manufacturer should be contacted
relative to any questions.
-'Design
~Criteria
The Model BVR Horizontal Sidewall and
Recessed Horizontal Sidewall Sprinklers
are UL, ULC Usted and MEA Approved
for use in accordance with current NFPA
standards for use on wet pipe sprinkler
systems. These sprinklers have been
investigated for use under smooth flat
horizontal ceilings with slopes up to 2
inches per foot, at spacings up to 16 feet
by 20 feet, using the design requirements
found in Table 1. These sprinklers have
also been investigated for use under
smooth flat sloping ceilings with slopes up
to 8 inches per foot, at spacings up to 16
feet by 20 feet, using the design
requirements found in Table 2 & 3 as well
as the sloped ceiling "Specific Application
Design Criteria" found in Figure 1.
The Recessed Horizontal Sidewall
Sprinklers are only listed with the Series
BV Res.lQR Recessed Escutcheon
Assembly.
The minimum required single and multiple
sprinkler flow rates for systems designed
toNFPA 13DorNFPA 13Roccupancies
are given in Table 1, Table 2, and Table 3.
The single sprinkler flow rate is the
minimum required dischargE! from the
mo~ hydraulically de":landing single
spnnkler and, the multiple sprinkler flow
rate is the minimum required discharge
from each of the total number of "design
sprinklers" as specified in NFP A 13D or
NFPA 13R.
(Continued on page 2)
----.
Residential
Horiz. Sidewall
Sprinklers
~ Technical
IlII Data
SprInkler identification Number
SIN - C3396
Approvals
UL & ULC Usted. MEA (323-98-E)
(Refer to the Design Criteria Section)
MaxImum Working Pl'8S8Ure
175 psi (12,1 bar)
Pipe Thread Connection -1/2 inch NPT
Discharge CoeffIcient
K = 5.4 GPM/pspf2 (77,9 LPMibar1f2)
Tem.. ,,:.:.J1'8 Ratings -1550F/680C
Finishes
Sprinkler: White Polyester, Chrome
Plated, or Natural Brass
Recessed Escutcheon: White Coated,
Chrome Plated, or Brass Plated
Physical Characteristics
The Model BVR Residential Horizontal
Sidewall Sprinkler utilizes a dezincification
resistant (DZR) bronze frame and a 3 mm
bulb. The sprinkler frame orifice is sealed
with a gasketed spring plate (Belleville
Seal) consisting of a beryllium nickel disc
spring that is sealed on both its inside and
outside edges with aT efIon 1M gasket. The
compression screw is bronze, and the
deflector is brass.
No. 4-4.0
-- ...-----.--. .u_ ____.____._.___.___________________________1
I
I
TechRi)Ji Communications'
1587 N. Griggs Street
Saint Paul, Minnesota 55108
Phone:(651) 489-2645
I Date .
105"' /e"t /O?
J..,.., 1- qS"Z -Uf.p-I3~1
LJ./! -'I)"l 'ILI,c -I> <)~
I Name
~~ eIL~: d..i
I Control Panel Make
.)'4
I Address
.Ji~/cJ6 I/b5:"/O f,(.J#4v;/,<l.., tD"...-./.
Control Panel Model
;-2. oS' frz I :r
o Control Switc" Work Correetly?
o AlC Power On
o Panel free of du.t " dirt
o Battery Contaets Clean
o Transfer from AlC to Standby OK
o Trouble Ught " Buzzer OK
o
Yes No
10 0
10" 0
.0 0
0 0
0' 0
lY 0
~ 0
(A" 0
~ 0
B" 0
J2( 0
0 0
La' 0
W 0
f1 0
0 0
0' 0
o DIe Power Supervision OK
o AJC Power has Ioekoft'device.
OAlC Power on Declleated Clreult
o All Zones are labeled &: Identified.
o All Deviees Worked Correetly.
Local Indicating Devices OK.
o Local Visual Devices OK.
Remote Annunciator Works OK.
o All Zones on System Work OK
System Sends
Signals to:
o Local
OK? .12r
~Central Station
o
Quan
Type of Device
Restorable
qJ 0 Manual Pull Stations 0
3'1... 0 Smoke Detector [RJ
5' 0 Smoke Detector g]
o Smoke Detector 0
.3 ~ 0 Heat Detect~I~A 0
I " I 0 WaterflOWDevice~~F:~.AltW
L0 q"t~-~qfr'J i
o
10
o
o
G2r
10
I City
I ?z,V/2- Le.klC.
1< Serial N"mber
17'~ /;777
I
N/A I
o
o
o
o
o
o
o
o
o
10
o
o
o
o
o
o
o
I CS NAME and ACCOUNT #
I SA-.r:::. ~9'\3~oo/ ~
I Type of Battery I Test Voltage
.)- f hJ Q~ cl2~
,
I Battery Ah Rating
1 Type ofInspeetion
I ~;J;cve
Work Order #
FuD Load Voltage
} 40.. h
~ - 7. L -02.
I Date of Battery InstaDatIon
5?l Hallway's ~ Units I
/Indkadng DevIce Type I I Quan. I
lJ-b-zt0 AtrlniJe 5 J.iOIJ"- dJ~ 12.2.JJIl. - /5 / qg ~v,. dC<~
, . r
~~Amp I ).(W"'4 ....) .272...4. .,,) 1.7(). 'i ') to... A- I
Indlating Deviees Loeated In
I Zone #
1 I
12
IJ
Ilf
Is
Detect Type Loop Res.
hNtA.cte. ~-/."....! P"k 64.h va(!~ V'.
'H,c.1 ;lJJ;t:o. k ~(V.i.. I ~
IS~ f L S~(I/{e5 t/
,ll.~ FL S""f){U> ( ,/
13(Lc! rL 5'A..~ li~-Q,. V
I Zone # DeteetType Loop Res.
~ ~c." (14 J.I&4 ~ I~t'- I V
~1 ~9" 1)4 ; 11f,; [AN) tu(,ff. JJJ4- t/
~ 1~9" VIlJvf fL>LJ' €-ff-l f~/u~,t/ I V
I l' 6M~~. J.ofJJbt( ("..,o{a I V-
I Jb ,51 F !Ofl.2- E/u lo~~y <~il4- I V"
I Number of Zone's on I 20 I
system When Tested OK?
o
How Tested
Make
Model
o
o
o
o
o
o
7:P, 5'~~ :2 'foo
7c P. fy< ~.u 2 <,i 2 t..f
II i ~ IvJJ 1'/1 ~ "'0 f< (. ~
~,'llf"-LCD
I Explain All No AnSWers (Attach additional sheets if necessary)
I
I
I Ust ALL Abnormal Conditions Found, BUT WERE NOT CORRECTED at the time of Inspeedon.
I
Yes No NlA
0 0 10
~ 0 0
~ 0 0
0 0 0
~ D 0
~ 0 0
As the Inspeetlng agent, I havfl.urou .". ~....... .....""..'7: ~ to... ....~.., ~"'i~'" on ~ _
Inspecting Agents Signature Y tJ:\ ^ I 9t4~..(I.IV!::::,. G J:. . Signature:\" ( III" j I ), l ! '- 2. c>t
rvv,'o,,/ ( - v ,,,. .
I
TechRon Communications
1587 North Griggs Street Saint Paul, Minnesota 55108-2225
Phone: (651) 489-2645
Thursday, September 27,2001
To:Robert Hutchins
Fr: Ron Gysbers
Re: Creekside Apartments
Robert ;
Please find enclosed a copy of the blueprints and spec. for Creekside Apts.
An Identical set has been sent to Skarphol Construction Group, Inc.
If you have any Questions PYJ'" Contact me at 651-489-2645 or 651-775-5830(mobile).
ThankYou.RonGysbers k ~~. .
, I
SEP 2 a 2001
24 Hour Ala.. m Service & Monitoring
.
Ire
arm
.
eVlew
an
For Creekside Aparttnents
24 Unit Builcing
Prior Lake, M~~
Skarphol Contruction Group, Inc.
12360 River Ridge Blvd. Po Box1497,
Burnsville, MN 5 5 337
( 612)894-9882
"--'ec~lRon Communications, Inc.
1587 N. Griggs Street
Saint Paul, MN 55108-2225
(651) 489-2645 Voice/Fax
(651) 775-5830 Mobile
FIRE ALARM CONTROL PANEL
Model 5208
Fire Alarm Control Panel with
Digital Communicator
~
~
The Fire Alarm Control Designed to Grow with Your
Systems Needs, Without The Growing Pains.
The SK-5208 is a microprocessor based control panel with built-in UL listed communicator designed for
applications requiring smoke detection, manual pull stations, and sprinkler supervision. It features an easy to
read LCD display with programmable English. readout and user friendly tactile keys. The basic unit offers 10
zones of initiation and is expandable up to 30 zones for larger applications. The Sk-5208 has a complete line of
supervised accessories that provide remote annunciation, auxiliary control zone expansion. Ideal for new and
retrofit applications, the SK-5208 delivers the performance to handle your installation,
Features control panel touchpad, remote
. 10 zones, 8 Class B (Style B) annunciator, or WindoW@
-., downloading software
and 2 Class A (Style D) or Class
B (Style B) zones, expandable to . Built-in walk test feature
30 zones Specifications
. UL Listed Operating Voltage: 24 VDC
. Supervised zone expanders and Primary AC: 120 Vrms @
I/O modules can be mounted 60Hz, 2A
remotely from the main control Total DC Load: 6 Amp
panel Current Draw:
. Event History Buffer (150 events) Standby: 140 mA
with date/time stamp Alarm: 460 mA
. All zones are compatible with 2- Dimensions:
or 4-wire detectors Width: 16" (40.64 cm)
Height: 26.4" (67.06 cm)
. 8 selectable/programmable Depth: 4" (10.16 em)
output patterns for notification Operating Temp: 320 to 1200 F
appliance circuits (00 to 490 C)
. Built-in Digital Alarm Optional Accessories
Communicator Transmitter
(DACT) . SK-5235 LCD Remote
Annunciator SK-S208
. 4 Notification Appliance Circuits
. 4 programmable general . SK-5217 10 Zone Expander
(2 max. per system)
purpose relays . SK-5280 Status Display Module
. Programmable smoke (8 max. per system)
verification, pre-alarm delay,
~ cross zoning and enhanced · 7181 Fire Zone Converter
verification mode features that . 5220 Direct Connect Module
can help minimize false alarms · SKSS Downloading Software a SILENT
. Programmable from the built-in KNIGHT
.
Model 5208
Fire Alarm Control Panel with Digital Communicator
Engineering Specification
~~
Q
The system shall contain a fire alarm control panel to supervise and operate heat and smoke detection devices,
manual fire alarm devices, alarm notification devices and visual annunciators. The system shall also be capable
of monitoring for sprinkler supervisory and water flow conditions. The system must have a built in UL listed fire
communicator that can be enabled/disabled as needed on a per job basis. In addition, the system will sound
alarms locally for purpose of evacuation.
Telephone Line 1 ~
~ Telephone Line 2
2 Class A (Style D)
or Class B (Style B~
Initiation Circuits
-
.
8 Class B (Style B) ~
Initiation Circuits
-
t
ToAC
~Programmable
Form C Relays
€l
~ Notification
Appliance Circuits
~5235 Remote
~ _ Annunciators
~ SBUS Devices,
5280 and 5217
a SILENT
KNIGHT
.
7550 Meridian Circle, Maple Grove, MN 55369-4927
800-446.6444 or in Minnesota 612-493-6435
FAX: 612-493-6475
World Wide Web: http://www.silentknight.com
[I
MADE IN AMERICA
FORM# 350318, Rev. 4/00
Copyright @ 2000 Silent Knight
Q
--f!IO~"~
SK-5208 ACCESSORY
---
SK-S217
Zone Expander
~
The cost affective way to expand your SK-5208
system
The Model SK-5217 provides the SK-5208 with ten additional Class B (style B) zones. The SK-5217 can be
installed in the SK-5208 control cabinet or remotely (up to 1500 ft,) in a SK-2190 accessory cabinet. The SK-
5217 communicates to the SK-5208 control panel via a 4-wire connection to the SBUS.
5K-5217 Zone Expander
Adds 10 Class B zone inputs to the
SK5208 FACP. Two SK-5217
~ expanders can be used with the
SK-5208 for a total of 30 zones.
The SK-5217 can be installed in
the SK-5208 cabinet or remotely
using a SK-2190 accessory
cabinet.
Features
. Adds 10 zone inputs to the
SK-5208 FACP
. Can be remotely mounted from
control (up to 1500 ft.)
. Easy to install using a 4-wire
SBUS connection
. Supervised
. UL Listed
Specifications
Operating Voltage: 24 VDC Nominal
Current Draw:
Max, Total: 1 Amp
Standby per Zone: 3.0 mA
Alarm per Zone: 95 mA
Max. Initiation
Circuit Resistance:
50n
~.
Max. Wiring Distance
From FACP:
Operating Temp.:
1500 ft.
320 to 1200 F
(00 to 490 C)
Humidity:
10 to 85% RH
SK-5217 Zone Expander
"
Mounted in
SK-5208 Cabinet
Mounted in SK-2190
Accessory Cabinet
~ SILENT
KNIGHT
..
SK-S217
Zone Expander
Engineering Specification
~~
G
The contractor shall furnish and install where indicated on the plans. the module SK-5217 Zone expander.
Module shall be capable of supporting 10 zones of Class B including smoke detectors and dry contacts with a
maximum of 50 ohms of resistance per circuit. Module shall have provisions for mounting in the main control
panel or in the SK-2190 Accessory cabinet. Module shall be programmed by a 4 position dip switch with a
maximum of 3 module per panel and connect to the main fire alarm panel via SBUS .
.'" ."." ).... ,..." ....,.....
TTTTTTTTTT
:I}- CII:r:mr ca.- {II). -<JItr {II). -<JItr :I)o c.t
Class B (Style B) Input Wiring
I'n
e
SBUS Wiring to FACP
MADE IN AMERICA
FORM# 350322, Rev. 01/00
Copyright @ 2000 Silent Knight
G
~ SILENT
KNIGHT
.
7550 Meridian Circle, Maple Grove, MN 55369-4927
800-446.6444 or in Minnesota 612-493-6435
FAX: 612-493-6475
World Wide Web: http://www.silentknight.com
i- '1.'
REMOTE ANNUNCIATOR
\
')
SK-S23S
Remote Annunciator
~
Program and Operate the 5K-5208 FACP from a
Distance with the 5K-5235 Remote Annunciator.
The SK-5235 remote annunciator provides remote annunciation for the 5208 Fire Alarm Control Panel. The SK-
5235 performs all system operations. It also provides trouble and alarm information and can be used for
programming. The SK-5208 can support up to six 5235 Remote Annunciators.
Operation
When the system is normal and
receiving AC power, the power
-- LED is on and all other LEOs are
off. Other LEOs turn on as the
conditions occur.
Users identify themselves to the
control panel by entering a code on
the annunciator, When a user
presses a button, the annunciator
piezo beeps and the LCD prompts
the user to enter a code or other
relevant information,
Multiple users can work at different
annunciators simultaneously
without affecting each other.
-",
Features
. 2-line 16-character LCD display
. Indicates Trouble, Alarm,
Supervisory, and System Status
conditions with LEDs and LCD
display
. Each SK-5235 is individually
supervised by the SK-5208
FACP.
. Up to 6 per SK-5208 FACP
. Operation and appearance
comparable to the control panel's
on-board annunciator
· Can be wired up to 1500 ft from
FACP
a
FIRE ALARM ANNUNCIATOR
ALARM TROUBLE
SUPERVISORY SILENCED II
AC MODEL 52:J5
1 2 3 .
RESET 4 5 6 ~ ~ ~
ENTER
7 8 9
SilENCE 0 # ..
*
SK-5235 Remote Annunciator
Specifications
Operating Voltage:
Current Draw:
Standby:
Alarm:
Dimensions:
Width:
Operating Temp:
320 to 1200 F
(00 to 490 C)
24 VDC
Maximum Wiring
Distance:
1500 ft.
30 mA
50 mA
7-3/16"
(18,26 cm)
5"
(12.7 em )
1-1/8"
(2,86 em)
Height:
m! SILENT
KNIGHT
"
Depth:
SK-5235
Remote Annunciator
~~
(
Engineering Specifications
The contractor shall furnish and install where indicated on the plans, the Model SK-5235 Remote Annunciator.
Module shall be of a LCD type with a 2X16 display. Module shall be capable of remote programming as well as
providing alarm, trouble information along with resetting of alarms and silencing of trouble and alarm conditions.
Module 10 shall be programmed with a 4 position DIP. The control shall be capable of supporting up to 6
supervised SK-5235. Module shall be designed to mount on a dual gang electrical box with 18 gauge to 14
gauge wire.
-II
c:
..
/
~ SILENT
KNIGHT
co
7550 Meridian Circle, Maple Grove, MN 55369-4927
800-446-6444 or in Minnesota 612-493-6435
FAX: 612-493-6475
World Wide Web: http://www.silentknight.com
MADE IN AMERICA
FORM# 350321,01/00
Copyright @ 2000 Silent Knight
@..~'
...'!,
,~I'" ,
-
---r.lit,..:"J...~
FIRE ALARM INITIATING DEVICES
,('\,
. I
Die Cast Metal
Manual Pull Stations
~
Silent Knight die cast metal manual pull stations
put quality and peace of mind in easy reach.
A manual pull station doesn't have to be fancy-just tough, reliable and extremely easy to operate. Silent
Knight's die cast metal pull stations are all three. they're the high-quality choice for fast, sure initiation of a fire
alarm signal.
Our manual pull stations feature rugged, die cast metal construction that lasts and lasts. they're available in
single or dual action models. And the Silent Knight PS-SATK and PS-DATK pull stations are UL-Listed, CSFM
Approved, and MEA (BSA) Approved. For outdoor use, a weatherproof model is also available.
On your next job, make the high-quality choice-Silent Knight manual pull stations. For more information, or
additional information on our complete fire products line, call Silent Knight at 1-800-446-6444, or in Minnesota
call (612) 493-6435.
~
Die Cast Metal Manual Pull
Stations
The PS-DATK and PS-SATK manual
pull stations feature high-quality, die
cast metal construction. They are
available in either single or dual action
configurations with SPST switch, and
terminal strip connections. The
normally open contact, which closes
when the pull station is activated, is
rated for 1 amp, at 125 VAC or 30
VDC. The contacts are gold-plated to
avoid risk of corrosion. All models in
the series have been tested by UL for
compliance to the latest requirements
of the Americans with Disabilities Act
(ADA).
Features
~
· UL listed,
· CSFM approved.
· MEA (BSA) approved.
· ADA compliant.
· Weatherproof model approved for
outdoor use,
· Single or dual action.
· Terminal connections.
· Reset using the same keys as Silent
Knight enclosures.
· Surface mount backboxes available.
· High-gloss red enamel finish on die
cast metal.
· Corrosion-resistant gold-plated
contacts.
Operation
The single action pull stations are
operated by simply pulling the handle
on the front of the Station as far down
as it will go, at which point the handle
locks into place and is easily visible
from up to 50 feet. A scored acrylic
break rod is also supplied with each
unit for applications where it is
necessary. the handle is reset by
opening the station with a key, placing
the handle in the normal upright
position and relocking the station.
On the dual action models, pushing the
PUSH bar causes it to rotate inward,
allowing the PULL handle to be
grasped in a one-handed motion. The
dual action models are also supplied
with break rods. Dual action models
are reset in the same way as a single
action model.
The weatherproof version of the pull
stations is provided with a gasket and
die cast metal backbox tapped on one
end for 1/2" conduit, for surface
mounting.
Single Action Pull Station
Dual Action Pull Station
m! SILENT
KNIGHT
.
:jJ~ti;r'i:(~':::::,,:,,""_-'.:':i;::_:'~,,< "r ':".","". "",C',,:_'C,: <' ,': :',,'-,
".t=i_'~lItd:Ii~11I
,I
: 'I,
- ',<:}F ',~,j:r<- .,i'~
""\,":. ,1" '''''
., I!"
". ":' ,::.1
, ".,;..)
'1':11
Die Cast Metal
Manual Pull Stations
~
~
Wiled I Engineering Specifications
The PS-SATK and PS-DATK manual pull stations are die cast metal construction painted with red enamel. The pull stations
contain the word FIRE in two locations on the front of the units as well as the Silent Knight company logo. Operating
instruction are clearly visible on the front of the units. These manual stations contain a key operated reset lock, using a lock
plate actuator. The reset key and lock shall be the same as used on the FACP.
These manual stations shall contain two terminals for connection to the conventional fire detection loops.
Manual stations shall be Underwriters Laboratories Inc. listed and installed within the limits defined in the American
Disabilities Act .
Ordlling Infonnatlon
Model
PS-SATK
PS-DATK
PS-SATK-WP
PS-WPB
PS-BB
PS-GR-12
Description
Pull Station, Single Action, Terminal
Connection, Key Reset
Pull Station, Dual Action, Terminal
Connection, Key Reset
Pull Station, Single Action, Terminal
Connection, Key Reset, Weatherproof Box
Weatherproof Box
Back Box
Box of 12 Scored Acrylic Break Rods
Specifications
1 amp at 125 VAC, or 30 VDC.
Switch Rating:
Pull Station
Dimensions:
4-3/4" H x 3-1/4"W x 1-1/8" D
Surface Mount
Backbox
Dimensions:
Accessories:
4-3/4" H x 3-1/4" W x 2-1/4" D
(cast and sheet metal).
Red with raised white letters, white PULL
bar with raised red letters.
All models are supplied with one scored
acrylic break-rod and a key.
;
(}
Color:
Wiring Diagram - Terminal
r Pull '\
To Fire
Alarm <c
Control <c
Panel
\..
----./ ..- Screw
..-- -/' Terminals
R--~/
~
~
To Next
Device
or ELR
./
a SILENT
KNIGHT
.
7550 Meridian Circle, Maple Grove, MN 55369-4927
800.446-6444 or in Minnesota 763-493-6435
FAX: 763-493-6475
World Wide Web: http://www.silentknight.com
j
l
MADE IN AMERICA
FORM# 350792, Rev. 1/01
Copyright @ 2001 Silent Knight
@}.,.
"'"
" t.!-~;.
-,
.. "!\~'1::
Multi-Alert Models
Sounder
MA12j24D
Strobes
SS24LO
SS24M
SS24LOLA
Sounder/Strobes
MASS24LO
MASS24M
MASS LOLA
Mini-Alert Sounders
Red Beige
PMOO PMOO
PMOOR-F PMOOB-F
White
PMOOW
PMOOW-F
Add-on Strobes
Red
PS24LO
White
PS24LOW
Product Overview
-
Multi-Alert Sounder:
12 and 24V operation
8 f1eld-selectable tones
Multi-Alert Strobes and Sounder/Strobes:
24V operation
1.5 or 15 candela
UU638 listed
Mini-Alert Sounders:
12 and 24V operation
1.5 cd add-on strobe available
1(j."\@I:'
\:!:J ULC FM .j MEA
LISTED ~ v approved
Engineering Specifications
System Sensor's Multi-Alert sounder and sounder/strobes are suited to provide primary
or secondary signaling for fire and security applications. The MA and MASS models
provIde eight f1eld-selectable warning tones.
The Multi-Alert models mount directly to 4" square back boxes. Optional mounting
plates are available for either flush or semi-flush installations. Model MAl2/24D is suitable
for outdoor applications when installed with the WEB weathcL pwvi back box.
Multi-Alert Strobes. System Sensor's Multi-Alert strobes are UL1638 compliant
electronic visible warning signals that flash approximately every 1.5 seconds. All
circuits are polarized to be compatible with DC alarm supervision.
Mini-Alert Sounders. System Sensor's PA400 series Mini-Alert sounders operate
at 12 and 24 volts and are ideal for hotel, motel or residential fire system
applications, where a smaller notification device is desired. The PA400
sounders are available with or without FIRE identification, and are offered in
red, beige, and white.
Multi-Alert Sounders shall be a System Sensor Model MA 12/24D capable of operating at 12 and 24VDC. Sounder shall be
listed to Underwriter 's Laboratories Standard UL464 for fire protective signaling systems. Sounder shall have an operating
temperature between -310F and 1510F. Sounder shall have eight tone options, selected by means of clips.
Mini-Alert Sounders shall be a System Sensor Model capable of operating at 12 and 24VDC. Sounder shall be listed
to Underwriter's Laboratories Standard UL464 for fire protective signaling systems. Sounder shall have an operating tem-
perature between l40F and l40oF.
Multi-Alert and Mini-Alert Sounder/Strobes shall be a System Model capable of operating at 24VDC. Sounder/strobe
shall be listed to Underwriter's Laboratories Standards UL464 and UL1638 for fire protective signaling systems.
Sounder/strobe shall have an operating temperature between 320F and 1200F. Sounder shall have eight tone options, select-
ed by means of clips. Strobe shall be powered independently of the sounder and shall operate at 24VDC, with a UL range
rating of 22.5 to 30VDC. Actual operating voltage must be between 18 and 33VDC. Strobe shall have a minimum light
output of 1.5 or 15 candela and shall be UL1638 listed for private mode applications.
-
Multi-Alert Sounder Specifications
Dimensions
4" x 4" X 21j4"
Weight
5.7 oz. (162 g)
Operating Temperature Range
-320 to 1510F (-350 to 660C)
Mounting
Surface 4" x 4" back box (11j2" to 21/s" deep)
Flush 4" x 4" BBD deep back box (23/4" deep)
Semi-flush 4" x 4" back box (11/2" to 21/s" deep)
with MP-SF mounting plate
C1
I
I
Operating Voltage Input Terminals
12VDC to 24VDC FWR unfiltered' 12 to 18 AWG
'Actual 12 V operating voltage cannot be less than 9.6VDC or greater than 18.7VDC.
Actual 24 V operating voltage cannot be less than 18VDC or greater than 33VDC.
Multi-Alert Strobe Specifications
Dimensions
4" x 4" X 215/16"
Weight
8.2 oz. (232 g)
Operating Temperature Range
-310 to 1510F (-350 to 660C)
Mounting
Surface 4" x 4" back box (11j2" to 2 l/S" deep)
Semi-flush 4" x 4" back box (11j2" to 2 l/S" deep)
with MP-SF mounting plate
Operating Voltage
24VDC and FWR unfiltered'
'Actual 24V operating voltage cannot be less than 18VDC or greater than 33VDC.
Input Terminals
12 to 18 AWG
Mini-Alert Specifications
Dimensions
41/2" x 23/4"X 11/s"
Weight
2.4 oz. (159 g)
Operating Temperature Range
140 to 1400F (_100 to 600C)
Mounting
Surface
Flush
Si ngle gang back box
4" x 4" BBD deep back box (23/4"deep)
Input Terminals
12 to 18 AWG
Operating Voltage
12VDC to 24VDC FWR unfiltered'
'Actual 12V operating voltage cannot be less than 9.6VDC or greater than 18.7VDC.
Actual 24V operating voltage cannot be less than 18VDC or greater than 33VDC.
Ordering Information/Current Draw
Multl-AlertjMlnl-Alert Model Numbers
Red
MA12/24D
SS24LO
SS24M
SS24LOLA
MASS24LO
MASS 24M
MASS24LOLA
PA400R
PA400R-F
PS24LO
Beige
Average dB Output C
Description Voltage Current Candela (UL)" ,
Multi-Alert sounder 12/24VDC , 75-85
Multi-Alert strobe 24VDC 25 mA 1.5
Multi-Alert strobe 24VDC 75 mA 15.0
Multi-Alert strobe ("FUEGO"lens) 24VDC 25 mA 1.5
Multi-Alert sounder /strobe 24VDC " 1.5 75-85
Multi-Alert sounder /strobe 24VDC " 15.0 75-85
Multi-Alert sounder/strobe ("FUEGO"lens) 24VDC " 1.5 75-85
Mini-Alert sounder 12/24VDC 12/15 mA 82
Mini-Alert sounder ("Fire" identification) 12/24VDC 12/15 mA 82
Add-on strobe 12/24VDC 5 mA 1.5 82
White
PA400B
PA400B-F
PA400W
PA400W-F
PS24LOW
Accessory Model Numbers
Description
MP-F /MP-FB
MP-SF /MP-SFB
BB-D
WBB
Flush mounting plate (red/beige)
Semi-flush mounting plate (red/beige)
Flush mounting deep back box, 23/4" deep
Weatherproof back box for MA 12/24D
, Current ranges from 10mA to 55mA depending upon voltage and sound selected
" Current ranges from 35mA to 80mA depending upon voltage and sound selected
,.. Sound output varies depending upon voltage and sound selected.
Note: LO and M style strobe and sounder/strobe models are not MEA approved.
System Sensor Sales and Service
System Sensor Headquarters
3825 Ohio Avenue
St. Charles, IL 60174
Ph: 800-SENSOR2
Fx: 630/377-6495
Documents on Demand
1-800-736-7672 x3
www.systemsensor.com
System Sensor Canada
Ph: 905.812.0767
Fx: 905.812.0771
System Sensor In China
Ph: 011.86.29.524.6253
Fx: 011.86.29.524.6259
System Sensor- Far East
Ph: 011.85.22.191.9003
Fx: 011.85.22,736.6580
System Sensor- Australia
Ph: 011.613.54.281.142
Fx: 011.613.54.281.172
c
System Sensor Europe
Ph: 011.44.1403,276500
Fx: 011.44.1403,276501
System Sensor In Singapore
Ph: 011.65.273.2230
Fx: 011.65.273.2610
@ 1999 System Sensor. The company reserves the right to change product specifications without notice.
A05-207 -07 .11/99(10K). #5 71
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~.alf! ,*" "
wheelock __1111111111
. I cHi) INC.
I H/L l<1
FIRE ALARM SYSTEMS
Description
Wheelock's Patented 2 WIRE Series AS Audible Strobe Appliance(s) and
SerIes AH Audibles offer more features with Less Current and Zero
Inrush. The audible provides a Selectable choice of either a continuous
horn tone or temporal pattern (code 3) tone when constant voltage from
a Fire Alarm Control Panel (FACP) is applied, Each tone has 3 dBA
settings to choose from. All models (audible only or audible/strobe) may
be Synchronized when used in conjunction with the Series SM or DSM
Sync Module, Additionally, the audible may be silenced while maintaining
strobe activation on combination Series AS units,
The Series AS Audible Strobes and AH Audibles are designed for
maximum performance, reliability, and cost-effectiveness while meeting
or exceeding the latest requirements of NFPA 72 (National Fire Alarm
Code), ANSI 117.1 (American National Standard for Accessible and
Usable Buildings and Facilities) UL Standard 1971 (Standard for Signaling
Devices for The Hearing Impaired) and UL 464 (Audible Signal
Appliances). Series AS Audible Strobe Appliances, when properly
specified and installed in accordance with NFPAlANSI standards can
provide the Equivalent Facilitation allowed under ADA Accessibility
Guidelines (ADAAG General Section 2.2) by meeting or exceeding the
illumination which results from the ADA specified strobe intensity of 75
candela at 50 feet. This is an illumination of ,030 lumens per square foot.
When used with the Wheelock Series SM or DSM Sync Module,
synchronization of the continuous horn tone provides the temporal (code
3) tone (mandated by NFPA-72 (1993) with an effective date of July '96)
simultaneously for all audible appliances. This ensures a distinct temporal
(code 3) pattern when 2 or more audibles are within hearing distance. If
not synchronized the temporal sound could overlap and not be distinctive.
At the same time the strobes will be synchronized. This provides the ability
to comply with ADA recommendations concerning photosensitive
epilepsy and NFPA standards when installing 2 or more visual appliances
within the field of view. All of this plus the ability to silence the audible is
achieved by using only 2 WIRES.
Features
SERIES AS AudIble Strobes and Series AH Audible Appliances
. Approvals Include: Underwriters Laboratories UL 1971 and UL464
Listings, FCC Part 15, European Community (CE), New York City
(MEA), California State Fire Marshal (CSFM), Pending: Chicago (BFP)
and Factory Mutual (FM).
. ADA/NFPA/ANSI compliant. Meets OSHA 29 Part 1910.165,
. LOW CURRENT,
· ZERO INRUSH
. PATENTED 2.Wlre Appliance,
. Selectable Continuous Horn or Temporal (code 3) Tones.
. 3 Selectable dBA levels in both tones.
· Continuous Tone: Anechoic; 90, 95, 99 dBA Reverberant 82, 88,
or 91 dBA,
. Temporal (Code 3) Tone: Anechoic; 90, 95, 99 dBA Reverberant
75, 82 or 85 dBA.
. Patented Universal Mounting Plate allows mounting to single gang,
double gang, 4" square, 100 mm European backboxes or the SHBB
surface backbox,
· Mounting Accessory "NATP" Notification Appliance Trim Plate
available for use when there is open space between the finished wall
and the flush back box,
--
Copyright 1998 Wheelock, Inc. All rights reserved.
SERIES AS AUDIBLE STROBE
APPLIANCES · SERIES AH
AUDIBLE APPLIANCES
. . . . .
...
. .
.
.
. . . . 4&
UNIVERSAL MOUNTING PLATE
HORIZONTALLY MOUNTED STROBE
(15, 15fl5, 3D, 75 & 110 cd)
(shown as wall mount)
SERIES AH
(Indoor only)
SERIES AH-WP
(weatherproof)
. SERIES AS Audible Strobe Appliances are available in Wall and
Ceiling mount models.
. Wall mount available in 15, 15n5, 30, 75 and 110 candela intensity.
The 15/75 candela wall mounted strobes are listed at 15 candela
under UL Standard 1971 and meet 75 candela intensity on axis for
ADA guidelines with low current draw.
· Ceiling mount available in 15,30,75 and 100 candela intensity.
. All models can be Synchronized by adding the Series SM or DSM
Sync Module to the NAC circuit.
. Sync the Audible - Maintain the Temporal Pattern when 2 or more
appliances are in an area. Meets NFPA requirement for Temporal
Evacuation Notification,
. Sync the Strobe - Maintain True 1 Flash per second when using 2
or more visual appliances within the field of view. Meets ADA and
NFPA, .
. Ability to Silence the Audible while maintaining the strobe flash.
. ALL FEATURES ON 2.WIRESI
. 12 and 24 volt models available.
. SERIES AH Audible Appliances are available in two models.
· AH-12 or AH-24 Indoor Audible Horn - Enclosed in a matching grille
to the Series AS.
. AH-12WP or AH-24WP can be installed indoor or outdoor
(weatherproof). When used outdoor, must be used with a WBB-
Weatherproof Backbox.
NOTE: All CAUTIONS and WARNINGS are identified by the symbol A. All warnings are printed in bold capital letters.
A WARNING: PLEASE READ THESE SPECIFICATIONS AND ASSOCIATED INSTALLATION INSTRUCTIONS CAREFULLY BEFORE USING, SPECIFYING OR APPLYING
THIS PRODUCT. FAILURE TO COMPLY WITH ANY OF THESE INSTRUCTIONS, CAUTIONS AND WARNINGS COULD RESULT IN IMPROPER APPLICATION, INSTALLATION
AND/OR OPERATION OF THESE PRODUCTS IN AN EMERGENCY SITUATION, WHICH COULD RESULT IN PROPERTY DAMAGE, AND SERIOUS INJURY OR DEATH TO
YOU AND/OR OTHERS.
General Notes:
. Strobes are designed to flash at 1 flash per second minimum from 20-31VDC. (for 24 VDC models) or 10.5-15.6 VDC (for 12 VDC models). Note
that NFPA-72 (1996) specifies a flash rate of 1 to 2 flashes per second and ADA Guidelines specify a flash rate of 1 to 3 flashes per second.
. All candela ratings represent minimum effective Strobe intensity based on UL 1971 .
. Series AS Strobe products are UL 1971 for indoor use with a temperature range of 320 F to 1200 F (00 C to 490 C) and maximum humidity of 85%.
. Series AH-12 and AH-24 horns are listed under UL 464 for audible signal appliances (Indoor use only),
. Series AH-12WP and AH-24WP audible appliance are Listed under UL 464 for indoor/outdoor use with a temperature range of
-310F to 1500F (-350C to 660C) maximum humidity of 95%.
Specifications and Ordering Information
WALL MOUNT AUDIBLE STROBES
Input
Order Voltage Strobe Mounting
Model Number. Code. (VDC) Candela Options."
AS-2415W-FR/FW 7404/7419 24 15 A,B,D,E,F,G,H,J,Q,R,S,X
AS-241575W-FR/FW 7405/7420 24 15/75 A,B,D,E,F,G,H,J,Q,R,S,X
AS-2430W-FR/FW 7406/7421 24 30 A,B,D,E,F,G,H,J,O,R,S,X
AS-2475W-FR/FW 7407/7422 24 75 A,B,D,E,F,G,H,J,Q,R,S,X
AS-24110W-FR/FW 7408/7423 24 110 A,B,D,E,F,G,H,J,O,R,S,X
AS-1215W-FR/FW 7409/7424 12 15 A,B,D,E,F,G,H,J,O,R,S,X
AS-121575W-FR/FW 7410/7425 12 15/75 A,B,D,E,F,G,H,J,O,R,S,X
AH-12-R/W 7891/7894 12 A,B,D,E,F,G,H,J,Q,R,S,X
AH-24-RIW 7892/7893 24 A,B,D,E,F,G,H,J,O,R,S,X
AH-12WP-R 7415 12 K
AH-24WP-R 7416 24 K
* SPECIAL NOTE: AS Wall model numbers above reference both RED & WHITE
products; Example: AS-2415W-FR = RED; Change FR to FW = WHITE
ORDER CODE: 74I14=REDn419=WHITE
CEILING MOUNT AUDIBLE STROBES
Input
Voltage
(VUC)
24
24
24
24
Model Number"
AS-2415C-FW
AS-2430C-FW
AS-2475C-FW
AS-24100C-FW
Order
Code
7411
7412
7413
7414
Strobe
Candela
15
30
75
100
Mounting
Options."
A,B,D,E,F,G,H,J,R,S,V,X
A,B,D,E,F,G,H,J,R,S, V,X
A,B,D,E,F,G,H,J,R,S,V,X
A,B,D,E,F,G,H,J,R,S,V,X
NOTES:
Refer code suffix: W = wall mount; WP = weather proof;
R = red plate; W at end = white; C = ceiling; F = fire lettering or call
Customer Service if other lettering is required (Ex. Feugo).
Example: AS-2415W-F~Red AS2415C-~hite
wall"" ~ire ceilint"'" ~ire
.. Ceiling models available In red. Consult Wheelock Customer ~ervice for delivery
information
... Refer to Oata Sheet 'S7000 for additional mounting Information.
Sync Module
Model Number.
Avg
Input Current
Voltage @ 12 or
(VDC) 24 VDC
Mounting
Options
Order
Code
~ote: SM Sync Modules are rated for 3.0 amperes at 12 or 24 VDC; DSM Dual Sync Modules
are rated for 3.0 amperes per circuit The maximum number of interconnected DSM modules
is twenty (20). Refer to Data Sheet #S3000 and Installation Instruction (P83123-SM &
P83177-DSM) for additional information.
dBA Ratings For Series ASIAH Audible
Reverberent dBA Anechoic dBA
per UL 464@10n. @10n
12 voe & 24 voe 12 voe & 24 voe
91 99
88 95
82 90
85 99
82 95
75 90
Description
Volume
Continuous
Horn
High
Med
Low
High
Med
Low
CODE 3
Horn
Volta~e
20.0 VDC
24.0 VDC
31.0 VDC
Volta~e
10,5 VDC
12,0 VDC
15.6 VDC
Voltage
20.0
24.0
31.0
Volta~e
20.0 VDC
24.0 VDC
31.0 VDC
VoltaQe
10.5 VDC
12.0 VDC
15.6 VDC
Voltage
20.0
24,0
31.0
Volta~e
20.0 VDC
24.0 VDC
31.0 VDC
Volta~e
10.5 VDC
12.0 VDC
15.6 VDC
Voltage
20.0
24.0
31.0
(
AVERAGE CURRENT. (Amperes) Audible Strobe
At the 3 Audible Seuinqs @ 20, 24, 31 & 10.5, 12 and 15.6 VDC
Average Current - with Hi dBA SeUing (99 dBA)
AS-2415W AS.241575W AS-2430W AS-2475W AS-24110W
0.088 0.105 0.128 0.200 0.230
0.087 0.102 0,120 0.177 0.202
0.090 0.100 0.119 0.152 0.183
AS-1215W AS-121575W
0.238 0.276
0.223 0.256
0.219 0.259
AS.2415C AS-2430C AS-2475C AS-24100C
0.105 0.147 0.291 0.323
0.102 0.135 0.250 0.277
0.102 0.132 0.204 0.245
Average Curren - with Med dBA SeUng (95 dBA)
AS-2415W AS.241575W AS-2430W AS-2475W AS-24110W
0.074 0.089 0.116 0.184 0.216
0.072 0.083 0.105 0.156 0,183
0.067 0.077 0.092 0.130 0.158
AS-1215W AS-121575W
0.185 0.223
0.171 0.201
0.152 0.182
AS-2415C AS-2430C AS-2475C AS-241 DOC
0.091 0,134 0.273 0.308
0.086 0.120 0.226 0.258
0.079 0.104 0.182 0.217
Average Curren - with Low dBA SeU ng (90 dBA)
AS-2415W AS.241575W AS-2430W AS-2475W AS.24110W
0.070 0.084 0.111 0.178 0.210
0.064 0.077 0.098 0.149 0.177
0.058 0.067 0.084 0.117 0.148
AS-1215W AS.1~1;)1;)1V
0.171 0.217
0.156 0.194
0.137 0.162
AS-2415C AS.2430C
0.087 0.129
0,077 0.113
0.069 0.096
(
AS-2475C
0.265
0.219
0.168
AS-241 DOC
0.301
0.252
0.207
. Average current per actual Wheelock Prod.uction Testing at 10.5,12,15.6,20,24 & 31 VDC.
For rated average, peak and inrush current across the UL listed VOltage range for both
filtered DC and unfiltered VRMS. See Installation Instruction (P83509 for Series AS &
P83519 for Series AH).
20.0 VDC
24.0 VDC
31.0 VDC
AVERAGE CURRENT. (Amp"eres) for Series AS & AH Audible Only
VoltaQe AH-24.R/W & WP Voltage AH-12-R/W & WP
Hi/Med/lo Hi/Med/lo
.035/.020/.014 10.5 VDC .093/.037/.030
.041/.024/.017 12.0 VDC .100/.043/.035
.053/.030/.021 15.6 vac .128/.056/.040
e
Series AS/AH Quick Reference Guide
Wall Ceiling Non- Unc's wi Strobe
Model Number Mount Mount Sync S or DSM Candela 24 VDC
AS-2415W-FR X X X 15 X
AS-241575W-FR X X X 15fi5 X
AS-2430W-FR X X X 30 X
AS-2475W-FR X X X 75 X
AS-24110W-FR X X X 110 X
AS-1215W-FR X X X 15
AS-121575W-FR x X X 15/75
AS-2415C-FW X X X 15 X
AS-2430C-FW X X X 30 X
AS-2475C-FW X X X 75 X
AS-24100C-FW X X X 100 X
AH-12-R X X X X
AH-24-R X X X X X
AH-12WP-R X X X X
AH-24WP-R X X X X X
12 VDC
*Modelll
Color
RED
X
X
X
X
X
X
X
UModel1l
Color
WHITE
X
X
X
X
X
X
X X
X
X X
X
* Model # Color is Red, can be ordered in White, see Specifications & Ordering Information for white order code.
** Model # Color is White, can be ordered in Red, call Customer Service for order code & Delivery.
.... WARNING: CONTACT WHEELOCK FOR "INSTALLATION INSTRUCTIONS" (P83509 Series AS, P83641 Series AH-WP & P83519 Series AH) AND "GENERAL
INFORMATION" SHEET (P82380) ON THESE PRODUCTS. THESE DOCUMENTS DO UNDERGO PERIODIC CHANGES. IT IS IMPORTANT THAT YOU HAVE CURRENT
INFORMATION ON THESE PRODUCTS. THESE MATERIALS CONTAIN IMPORTANT INFORMATION THAT SHOULD BE READ PRIOR TO SPECIFYING OR INSTALLING
THESE PRODUCTS, INCLUDING:
· TOTAL CURRENT REQUIRED BY ALL APPLIANCES CONNECTED TO SYSTEM PRIMARY AND SECONDARY POWER SOURCES.
· FUSE RATINGS ON NOTIFICATION APPLIANCE CIRCUITS TO HANDLE PEAK CURRENTS FROM ALL APPLIANCES ON THOSE CIRCUITS.
· COMPOSITE FLASH RATE FROM MULTIPLE STROBES WITHIN A PERSON'S FIELD OF VIEW.
· THE VOLTAGE APPLIED TO THESE PRODUCTS MUST BE WITHIN THEIR RATED INPUT VOLTAGE RANGE.
· INSTALLATION OF 110 CANDELA STROBE PRODUCTS IN SLEEPING AREAS.
· INSTALLATION IN OFFICE AREAS AND OTHER SPECIFICATION AND INSTALLATION ISSUES.
· USE SERIES AS/AH ONLY ON CIRCUITS WITH CONTINUOUSLY APPLIED OPERATING VOLTAGE. DO NOT USE SERIES AS ON CODED OR INTERRUPTED CIRCUITS IN
WHICH THE APPLIED VOLTAGE IS CYCLED ON AND OFF AS THE STROBE MAY NOT FLASH.
· FAILURE TO COMPLY WITH THE INSTALLATION INSTRUCTIONS OR GENERAL INFORMATION SHEETS COULD RESULT IN IMPROPER INSTALLATION, APPLICATION,
AND/OR OPERATION OF THESE PRODUCTS IN AN EMERGENCY SITUATION, WHICH COULD RESULT IN PROPERTY DAMAGE AND SERIOUS INJURY OR DEATH TO
YOU AND/OR OTHERS.
· CONDUCTOR SIZE (AWG), LENGTH AND AMPACITY SHOULD BE TAKEN INTO CONSIDERATION PRIOR TO DESIGN AND INSTALLATION OF THESE PRODUCTS,
PARTICULARLY IN RETROFIT INSTALLATIONS.
--
Wiring Diagrams (for all models)
AS APPLIANCE NON-SYNCHRONIZED
FROM +
PRECEDING
APPLIANCE
OR FACP
TO
+ NEXT APPLIANCE
OR END OF LINE
- RESISTOR
(EOLR)
AS APPLIANCE
SYNCHRONIZED
WITH SM
MODULE
SINGLE CLASS
"B" NAC
CIRCUIT
WITH AUDIBLE
SILENCE
FEATURE
SM
STROBE
NACCIRCUlT
.9 t STROBE
.9 - STROBE
r----
& ~
+
SIGNAL
F
A
C
P
fI'+ OUT
~EalR'
AUDIBLE NAG
CIRCUIT
e.,,- OUT
_ ~ AUOIBlE
)EOlR*
... - AUDIBLE
AS AND AH APPLIANCES SYNCHRONIZED WITH DSM MODULE SINGLE "A"
NAC CIRCUIT WITHOUT AUDIBLE SILENCE FEATURE
DSM
AS AND AH APPLIANCES
SYNCHRONIZED WITH
MULTIPLE DSM MODULES
IAUDIBLENACCIR,I.~
ISTfl08ENACCIR.1
~~:SYNC
F
A
C
P
<t
<t
(!)--
(!)--
e SYNC +
e SYNC-
r/ +OUT1
r=-6 +IN1
. I l - -<'\ MINUS'
AUDIBLE '- ...... + AUDIBLE
NAC
CIRCUIT
OUT ...... '_ ::- _ AUDIBLE
3' MINUS 2
3 +IN2
E\+OUT2
O~
WDIBLE fU : CIR I ------0-----GJ
ISTROBENA,CIR. I
-~2:SYNC
AUDIBLE NAC
CIRCUIT RETURN
~
\UDl8lENA:CIR.I~
ISTROBEw1CIR. I
, L-Io.
-10- SYNC
DSM INTERCONNECTING WIRING SHOWN. MAXIMUM OF TWENTY (20)
.-'
Refer to SM/DSM data sheet S3000 and installation instructions (P83123-SM & P83177-DSM).
* Value determined by FACP NAC circuits,
Note: Series AS/AH must be set on Code 3 horn tone to achieve synchronized temporal (code 3) tone and connected to the SM or
DSM Sync Module.
Wheelock products must be used within their published specifications and must be PROPERLY specified, applied, installed,
operated, maintained and operationally tested in accordance with their installation instructions at the time of installation and at least
twice a year or more often and in accordance with local, state and federal codes, regulations and laws. Specification, application,
installation, operation, maintenance and testing must be pertormed by qualified personnel for proper operation in accordance with
all of the latest National Fire Protection Association (NFPA), Underwriters' Laboratories (UL), National Electrical Code (NEC),
Occupational Safety and Health Administration (OSHA), local, state, county, province, district, federal and other applicable building
and fire standards, guidelines, regulations, laws and codes including, but not limited to, all appendices and amendments and the
requirements of the local authority having jurisdiction (AHJ).
Architects and Engineers Specifications
The notification appliances shall be Wheelock's Patented Series AS Audible Strobe and Series AH Audible appliances; and when
synchronization is required the companion Series SM and DSM Sync Module(s), or approved equals. Series AS appliances Series
and SM and DSM Sync Module(s) shall be listed under UL Standard 1971 (Emergency Devices for the Hearing Impaired for Indoor
Fire Protection Service). Series AH Audible shall be UL listed under Standard 464 (Fire Protective Signaling). Series AS, AH, SM (.
and DSM shall be certified to meet FCC part 15, Class B.
The appliances shall be designed for 2-wire operation and shall provide either a continuous or temporal (Code 3) tone when constant
voltage from a Notification Appliance Circuit (NAC) of the Fire Alarm Control Panel (FACP) is applied or synchronized temporal
(Code 3) tone and synchronized strobe when used in conjunction with the Series SM or DSM Sync Module(s).
Series AS shall be designed so that the audible signal may be silenced while maintaining strobe activation (when used with the
Series SM or DSM Sync Module(s)). The Series SM and DSM Sync Module(s) shall incorporate two inputs from the Notification
Appliance Circuits (NAC) for power connection from the Fire Alarm Control Panel; one for the strobe circuit (NAC) and one for the
audible circuit (NAC). A single 2-wire output shall control both the audible and visual appliances. Upon activation of the audible
silence function of the Fire Alarm Control Panel, the audible signal shall be silenced while maintaining strobe activation.
Sound output at 10 feet shall be field selectable for 90, 95, or 99 dBA anechoic for both continuous and temporal (Code 3) tones.
Series AS shall provide listed strobe intensities of 15, 15/75, 30, 75, and 110 candela for wall mount and/or 15, 30, 75 and 100
candela for ceiling mount applications, with a flash rate of one flash per second minimum across the Listed voltage range. The
strobe appliance shall incorporate a Xenon flashtube enclosed in a rugged Lexan lens. The maximum allowable average current
at 24 VDC for wall mount shall be 87 mA @ 15 cd, 102 mA @ 15/75 cd, 120 mA @ 30 cd, 177 mA @ 75 cd and 202 mA @ 110 cd.
The maximum allowable average current at 24 VDC for ceiling mount shall be 102 mA @ 15 cd, 135 mA @ 30 cd, 250 mA @
75 cd and 277 mA @ 100 cd. All appliances shall incorporate a zero inrush circuit design. The strobe shall have a horizontal plane.
The Sync Module shall be designed and available in two versions; the SM 12/24 for control of a single Class B NAC circuit; and
a dual output version, the DSM-12/24 for control of either a single Class A or two Class B NAC circuits. The DSM shall provide
the additional capability of "daisy-chaining", that is, the ability to interconnect multiple DSM's for synchronous audible and
strobe operation on multiple NAC circuits. DSM-12/24 Interconnection capability shall be for a maximum of 20 modules (40 Class
"B" NAC circuits or 20 Class "A" NAC circuits). Rated average current requirement for the SM 12/24 shall be .014 amperes @ 12
VDC and .025 amperes @ 24 VDC; the DSM 12/24 shall be .020 amperes @ 12 VDC and .038 amperes @ 24 VDC. The SM Sync
Module shall be capable of handling a 3 ampere load at 12 or 24 VDC; the DSM Sync Modules shall be capable of handling a load
of 3 amperes per circuit in the Class "B" mode and 3 amperes per module in the Class "A" mode at 12 or 24 VDC.
Series SM or DSM Sync Module(s) and Series AS Audible Strobes shall be designed as a system for continuous activation of the
strobes should the Sync Control Module contacts fail in the passive state (i.e., contacts remain closed). In this default mode, the
strobes shall revert to a non-synchronized default flash rate.
Series AS/AH appliances shall be designed for operation at 12 VDC or 24 VDC, over their respective listed voltage ranges of 10.5 E
to 15.6 VDC; and 20.0 to 31.0 VDC. The units shall be designed for operation on filtered DC, or unfiltered VRMS. Rated
average current for Series AS shall depend upon voltage and strobe intensity; the current shall be as low as .058 amperes for 24
VDC versions and .145 amperes for 12 VDC versions. Rated average current for Series AH (volume set at high dB output) shall
be .041 amperes for 24 VDC versions and .113 amperes for 12 VDC versions.
All versions shall be polarized for DC supervision and shall incorporate screw terminals for in/out field wiring of #18 to #12 AWG
wire size.
Series AS/AH shall incorporate a unique Patented Universal Mounting Plate which shall allow mounting to single-gang, double-
gang, 4" square, 100 mm European backboxes or Wheelock's SHBB surface backbox. No additional trim plate shall be required
for flush mounting.
If required an NATP (Notification Appliance Trim Plate) shall be provided.
Dimensions for the Series AS/AH shall be 4 and 5/8 inches square by 1 and J.1! inches deep.
Due to continuous development of our products, speCifications and offerings are subject to change without notice in accordance with Wheelock, Inc. standard terms and
conditions.
3 YEAR WARRANTY
Distributed By:
NATIONAL SALES OFFICE
1.800.631.2148
Canada 800.397.5777
E.mail: Info@wheelockinc.com
http://www.wheelockinc.com
Member
E
WHEELOCK, INC. . 273 BRANCHPORT AVENUE. LONG BRANCH, N.J. 07740 . 732-222-6880. FAX: 732-222-8707
88100 REV. 5/98
,,,.
--
-!fl'i: .
wheelock ___1111111 ~
~ ~ INC. FIRE ALARM SYSTEMS
IADAJ ~
SYSTEMS BACKBOX MOUNTING HEIGHTS
.-'
for WHEELOCK WALL MOUNTED
NFPA-72 Section 6-4.4 "Appliance Location. HORIZONTAL STROBE APPLIANCES
Wall - mounted appliances shall have their
bonoms at heights above the finished floor of
not less than 80 in. (2m) and no greater than
96 in. (2.4m)." ~
"Exception: Appliances installed in !
sleeping areas shall comply with 6-4.4.3." I
Not included in this document. I I
ADA 4.48.3 (6) states that strobes shall be I I !
80" from the fmished floor or 6" from the i I
.. i
ceiling. !
; I I ..
,. Ii
BACKBOI MOUNTING OPTIONS I I i I i
..ft. 8ft. ..ft. 8ft. ..ft. 8ft. ..ft. 8ft. ..ft. 8ft.
(1) 1.- X r'lIIP. RIIBII (III) 711/2" 81/2" 781/8" 71/8" 781/," 87/,"
(0) 4" X 4" X l.5"1IIP - RIIBII (III) 17' I" 113 1Ih," 717/8" 81/8" 781/8" 7'/," 781Ih," 81/1'"
(f) 4" X 4" X 2.125"1IIP . RIIBII (III) I 17' 8" 11l311M' 717/," 81/8" 781/," 78/," 181Ih," 81h,"
(f) 2... X 3,5"1IIP - RIIBII (III) I 71W' 81/2" 18 Bfa" 71/8" I 18W' 87/8" I .. 'h," 57h,"
(I) 2... X 1.7fl'1IIP -lIIIFU (III) I 71W' 81/2" I I 781/8" 71/," I 18W' 87/8" I .. 'M' 57h,"
(M) IB lIIIFU.. It'81J11H1111f ~ I I I I I 181/8" 81/8"
(II) _lIIIFU (WI) I I I I I 181f1' 8 '/4"
(Q) 4" X 4" X 2.125" . W/l.5" EXIBBIlI....HIB (III) I I I I I
00 SIIII ~ IHM1.OIlV IlIfIU I 18W' 81/2" I I 71.,..' 81/," I 78W' 77/," I
(Y)~' X~' X 1.5" . W/ lB' EXIBBIlI_lUlE (III) I I I I I
m SII.-2l111FU ~ I I 7fr' I I I ..
NOTES: !
IBO) = By Others !
WSI) = Wheelock Product I
I
! I ! !
I
I I I i
I ~
8 tt; ! ~ ;i
BACKBOI MOUNTING OPTIONS B!I B!I i I B!I
I I I
..ft. 8ft. ..ft. 8ft. ..ft. 8ft. ..ft. 8ft. ..ft. 8ft.
(8) l-GMG X 2" IIIP - RIIBII (III) I
(0) 4" X 4" X l.5"1IIP . RIIBII (III) I I
(f) 4" X 4" X 2.125"1IIP - RIIBII (III) I I
(f) 2.- X 3,5"1IIP - RIIBII (III) I I
(I) 2.- X 1.7fl' IIIP -lIIIFU (III) I I I I
(M) IB IlIfU.. WfA1JIIHIIIIf~ I I I I
(II) _lIIIFU (WI) I 71'/4" 81/4" I 18lh," 81'/1'" I 718/4" 81/4" I 718/4" 81/4" I 181M' 818h,"
-, (Q)4"X4"X2.125".W/l.5"EXIBBIlI_-ft.B(III) I 78W' I I 78W' I 78W' I
71/2" .." 8" 71/2" 71/2" .." 8"
00 11III (WI) lIIMU.IM lIIIfMJ I I I I I
(Y) 4" X 4" X lB' . W/1B' EXIBBIlI_lUlE (III) I 78W' 71/2" l .." I" I I I
m SII.-2l111fMJ (WI) I I I I I
PUBUC MODE WAlL MOUNTED STROBE COVERAGE
PER NFPA 72-1993/1996 EDITIONS 1/8" = l' SCALE
.J ' I ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' ,., I ' L
50' X 50'
95 cd
j
c
.J I ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I " I ' I L
40' X 40'
60 cd
-j
-j
~
J
..J ' I ' I I I I I I I I I I I I I I I I I I I I I' I ' L
..J I ' I I I I I I I I I I I I I ' I L
20' X 20'
15 cd j
1 j
30' X 30'
30 cd
)
.., I LL --,
25 20
I .., I I I I I , I I I I I I
15 10 5 0
;
SPACING ALLOCATION FO~ CORRIDORS (1993/6-4.4.2)
SPACING IN CORRIDORS (1996/6-4.4.2)
. For ~ w.:!MItrir thqn ').0' ~, the IJRCIClng allocation for rooms thall be
applied. (1993/8-4.4.2.1) (1996{8-4.4.2.1)
. ~ ~Ionc" ~ ~ rated not 1_ than 15 cd.
(1H3/8-U.2.1) (19116/8-4.4.2.1)
. The. 'IleIbl, ODDI/... .. th!lll be I~ted no more than 15' from the end of the
e. \.. ~1993, 6-4.4.2.2) (1996/8-4.4.2.2)
. The maxtmut!' cortIcIor len.Qth coxer~~ llY/fa slnale 15 cd !'.,trobe thall not
.... .1 30'. ~1993/TABlE lr-4.4.2} (1996 ABlE 6-4.4.2.1)
. The ~tlon ~""" 1II11b1e !!pRllonc.. thall be no more than 100'.
(1"3/11-4.4.2.2) '(19116/6-4.4.2.2)
. Wh... th... I. an interruption of the C9.'!centr:ated ~ing path the ares\. than
be conlidared as a separate corridor. ~1993{6-4.4.2.2) ~199676-4.4.2.2}
_MAX DISTANCE FROM I MAX DISTANCE FROM
END OF CORRIDOR END OF CORRIDOR -
-MAX LENGTH OF CORRIDOR FOR SINGLE STROBE-
~
1
.
..
."
~
.'
NATIONAL SALES OFFICE
800-631-2148
Canada 800-397-5777
E-Mail: Info@wheelockinc.com
http://www.wheelockinc.com
Member
273 BRANCHPORT AVENUE · LONG BRANCH, NJ 07740. TEL: 732-222-6880' FAX: 732-222-8707
S7001 6/9
REAM
l'
I:
~
t
~,;!:.'~f.~'Z:' 'SjJ~
"l;;,!R.,.
[..oj
c
I I I I I I I I r
5 10
r I
15
Ir
20
r
25
SPACING ALLOCATION FOR ROOMS (1993/6-4.4.1)
SPACING IN ROOMS (1996/6-4.4.1)
. Strobe co__age orea. thall be deflned or.
10 FT. ClG. HT. 20 FT. ClG. HT. 30 FT. ClG. HT.
15 cd - 20' X 20' 30 cd - 20: X 20: 55 cd - 20' X 20:
3Ocd-3O'X3O' 45cd-3O X30 75cd-3O'X3O
60 cd - 40' X 40' 80 cd - 40' X 40' 115 cd - 40' X 40'
95 cd - SO' X SO' 115 cd - SO' X SO' 1SO cd - SO' X SO'
(1993/TABLE 6-4.4.1(b)) (1996/TABlE 6-4.4.1.1(b))
~... ceiling helQtlt ., 'C. (.) 30', IUlIpertd p.. table 6-4.4.1-1
(1993) 6-4.~.1.1 ~(1996J b) Note 1.
The mC}lClmum ~tlon r.. .. , OPPIlonc.. thall not exceed 100'.
(1993/6-4.4.1.1) ~1996/6-4.4.1.1).
. If a room con(lguratlon Is not squore, the l:CII!are room cowrage
that wAI entirely encompass t ,e r!l2!."_ ~ 1Ub'd~ the room Inlg.
multiple lIqUor.. lIhall be used. 1993fl'lWKt. 6-4.4.1) (1993~4.4.1.2)
,1996/FlGURE 6-4.4.1.1) (1918/8-4.4.1.2)
~PING aREAS (1993/6-4.4.3) (1996/6-4.4.3)
. Ref.. to NFPA 72 for requirements
Distributed By:
c
...11 ::i ~: l!;:J'J:i!lJU.
.illl'. .'.
~. . SYSTEM
'--~ SENSOR
400 Series ™
Direct-Wire Photoelectronic
Smoke Detector
Features
· 12 or 24 volt operation
· Unique optical sensing chamber
· Removable cover and insect screen for easy
cleaning
· Visible LED blinks in standby, latches on in
alarm
· Sealed against dirt, insects, and back pressure
Specifications
3.2" (8.1 cm) h, 5.5" (13.9 cm)
dia. with mounting bracket;
add .5" (1.27 cm) to height for
thermal
Shipping Weight: 0.5 lb. (227 g)
Operating Temperature Range:
Thermal Models: 320F to lOooF (DOC to 380C)
All Other Models: 320F to 1200F (DOC to 490C)
Operating
Humidity Range:
Air Velocity Rating:
Wiring Gauge:
Size:
Mounting:
10 - 93% RH noncondensing
3000 fpm
12 - 18 AWG, twisted pair
recommended
31//' or 4" octagon box,
4" square box with plaster ring,
50, 60, 75 mm boxes
Smoke Detector Spacing:
On smooth ceilings (as defined in NFPA 72), spacing
of 30 feet (900 sq. ft.) may be used as a guide. Other
spacing may be used depending on ceiling height,
high air movements, and other conditions or response
requirements.
, ". A J)jvisinll 01 Pitt ...dV
~S2" Ohw AVE'lIlll', Sl. Ch.uks, II. (,Ol;',j
1-1jOO-SENSOR2 (;'31>71>72). '.I., 1>'0-.';';' (,I"S
II fljJ:'IP!l!!J'. ...."'..;(l'1/1,...'('1I ,or. ((/11/
Models Available
24OO/2400A PhotoeIectronlc
2400TH Photoelectronlc with ThernuII
2412B/2412BA Photoelectronlc
2412THB Photoelectronlc with 'Therm81
2424 Photoelectronlc
2424TH PhotoeIectronIc with ThernuII
· Field sensitivity metering of detector to meet NFPA 72
requirements
· Twist-on mounting bracket with tamper option
· SEMS screws for easy wiring
· 3-year warranty
. Optional built-in 1350 F (570 C) heat sensor
Sensitivity: 3.0% :t .7 ft. nominal
Test Features:
1. Test port - Insert 0.1 inch maximum diameter alIen
wrench or screwdriver into test port on detector
housing.
2. Test card - After removing detector cover, insert
calibrated test card into test slot on screen.
3. Test module - Using a standard voltmeter interface,
insert MOD400R plug into detector's module port.
Fulfills calibrated sensitivity test per NFPA 72.
Thermal Sensor Rating
(thermal models only): 1350F fixed temperature
restorable
@@.~~
o System Sensor 2/97
This document is not intended to be used for installation purposes.
AOS-194-03
General Description
.,stem ......... 400 ....... photo electronic detectors are
specifically designed to meet the stringent performance
requirements of industrial and commercial fire detection/
alarm systems. The design of these detectors emphasizes
ease of installation and field maintenance.
Electrical Specifications
The 400 Series offer 6 different photoelectronic detectors
with a variety of voltages, wiring configurations, and
thermal options.
Control Operating AuxiUary Remote LED Current Consumption
bDl:l ~ i:mlw:ta 0IJdlm StandbY (max 1 Alarm (max 1
2-wire 12/24 VDC No Yes 120 JlA
2-wire 12/24VDC No Yes 120 JlA
4-wire 12 VDC Yes No 120 JlA 77mA
4-wire 12 VDC Yes No 120 JlA 77mA
4-wire 24 VDC Yes No 120 JlA 41mA
4-wire 24 VDC Yes No 120 JlA 41mA
Mudd Emdw:1
2400 Photo Detector
2400TH Photo Detector w /Fixed Heat Sensor
2412B Photo Detector
2412THB Photo Detector w/Fixed Heat Sensor
2424 Photo Detector
2424TH Photo Detector w/Fixed Heat Sensor
· Must be limited by control panel
Relay Contact Ratings: Resistive or inductive
(60% power factor) load
Alarm Contacts
Form A:
Form C:
2.0A @ 30 VAC/DC
2.0A @ 30 VAC/DC
0.6A @ 110 VDC, l.OA @ 125 VAC
.3 sec. (max.)
34 sec. (max.)
Reset Time:
Startup Time:
Engineering Specifications
,
Smoke Detector shall be a photoelectronic type (model
2400, 2412, 2424) or a combination photoelectronic/
thermal (model 2400TH, 2412TH, 2424TH) with thermal
sensor rated at 1350F as manufactured by System Sensor.
Wiring connections shall be made by means of SEMS
screws. The detector will have a visible LED which will
blink in standby and latch on in alarm. The detector shall
have a nominal sensitivity of 3 % per foot as measured in
the UL smoke box. The detector screen and cover should
Page 2
~,; <Iii
~;i_~'l
i. .)1 1ii1ot,....
be easily removable for cleaning. It shall be possible to
perform a sensitivity and functional test without the need
of generating smoke. Detector circuitry shall perform a self
test on the sensing chamber and internal electronics every
40 seconds. If circuitry fails, the detector LED shall stop
blinking. The detector shall have a mounting bracket that
allows for mounting to a 31/2" or 4" octagon box or 4"
square electrical box.
A05-194-03
.. .' Il ';"1 {d, I..tlfiDlr.'
'.--,111 ill ,lot (JI.
400 Series Wiring Guide
(-)
EOL
RESISTOR
1'\\,.1
I.)
RA400z
~
H
OPTIONAL
OPTIONAL
24OO/24OOTH
Wiring DIagrem
OPTIONAl CLASS "A" LOOP
(-)
POWER FROM
CONTROL PANEL
(.)
~N
.lJif'
..II'"
BLACK
AlARM CIRCUIT
FROUC~I
RED I tuuJ- I
I I
A71-118B
It--t 11~~~
PURPLE ~ - -: _...
PURPLE I I
EO!. ~
RESISTOR L
24128/THB, 2424/TH
Wiring ......
Page 3
AOS-194-03
Orderl", Information
~ Descrlotion
]'wn- Wire Models
2400 Photoelectronic detector, 2-wire, 12/24 VDC
2400A Same as above, Canadian model
2400TH Photoelectronic detector, 2-wire, 12/24 VDC with
built-in 1350F fixed heat sensor
Bwr-Wirp .Mw1siliI
24128 Photoelectronic detector, 4-wire, 12 VDC, with
auxiliary contacts
2412BA Same as above, Canadian model
2412THB Photoelectronic detector, 4-wire, 12 VDC, with
auxiliary contacts and integral 1350F fixed heat
sensor
2424 Photoelectronic detector, 4-wire, 24 VDC, with
auxiliary contacts
2424TH Photoelectronic detector, 4-wire, 24 VDC, with
auxiliary contacts and integral 1350F fixed heat
sensor
Accessories
A77-716B End of line relay for power supervision, 12/24 VDC
RA400Z Remote annunciator for 2 or 4 wire systems, 3-32V -
Use with ion and photo detectors. Fits standard U.S.
single gang electrical box. (See below.)
MOD400R Detector sensitivity test module - Use with most
analog or digital multimeters. Satisfies requirement
of NFPA 72 for sensitivity testing. (See below.)
Replacement insect screen for 2400, 2412B, 2424
Replacement insect screen for 24OOTH, 2412THB and
2424TH
DUST45 Replacement protective dust cover for 400 Series
RS24
RS24T
The MOD400R Field Sensitivity 'lest Module can be used with
any standard DC voltmeter or multimeter to check the
sensitivity range of System Sensor's deI."'...i.VI,; (satisfies NFPA
72 requirement for sensitivity testing).
\
I
RA400Z Remote
Annunciator, 3 - 32V
Use with ion and photo
det",...I.VI,; that have remote
annunciator output
o
~
~I
~
0)
/
'"
System Sensor Worldwide M8nufacturl'" a Distribution
In Canada:
Thlephone: 905-812-0767
Fax: 905-812-0771
In the Far East:
Thlephone: 852-2191-9003
Fax: 852-2736-6580
In China:
Thlephone: 86-29-524-6253
Fax: 86-29-524-6259
In India:
Thlefax: 91-11-5676815
Page 4
':]::~i1::: -Jr: ~,_'t1-""" _
!I: II 't1tt_
In Italy:
Thlephone: 39-40-949011
Fax: 39-40-382137
In the United KIngdom:
Thlephone: 44-1403-276500
Fax: 44-1403-276501
A05-194-03
..; If ;] n. ;llii .\iimil','
--;,-,:jB'. ~ ,~.
Series 271 00, 28000
Vertical DETECT-A-FIREe Units
Installation Instructions
12.01.0
DESCRIPTION
DETECT-A-FIRE@ thermal detectors are UL Listed, UL of
Canada available upon request, and FM Approved detec-
tion and release devices used with fire detection systems
to activate alarms and actuate extinguishing systems. This
Rate Compensated device combines the best features of
both fixed temperature and rate-of-rise detectors.
ELECTRICAL RATING
Contact
Model Operation on Electrical Ratlng*
Number Temperature Rise (Resistive Only)
27120 Opens 5.0 Amps 125 VAC
28020 (450. F Max.) 0.5 Amps 125 VDC
27121 5.0 Amps 125 VAC
Closes 0.5 Amps 125 VDC
28021 2.0 Amps 24 VDC
1.0 Amps 48 VDC
"Although incandescent lamps are considered resistive, their inrush
current is 10 - 15 times their steady current. Do not exceed ratings.
LOCATION
DETECT-A-FIRE detectors are precision temperature
sensors. They must be mounted in an area <normally a
ceiling) so that:
1 . The detector spacing complies with both system
requirements and requirements of the agency having
local jurisdiction.
2. The thermal air path to the shell is not obstructed.
Spacing per UL, FM, and UL of Canada is shown in
Table 1. Distances given are for between units on
smooth ceilings. Distances from partitions or walls are
half that shown. To assure that all spacing requirements
are met, consult the authority having local jurisdiction.
MOUNTING
Detect-A-Fire units are not position sensitive. Horizontal
and vertical detectors refer to the most common mounting
configuration for that unit. However, each type can be
mounted either horizontally or vertically depending on the
application and installation requirements.
Effective May 1999
Table 1
SPACINGS (In feet)
OF 'F Color
Setting Tolerance @ ~ ~ CodIng
140 +7/-8 50 50 25 Black
160 +7/-8 25 25 25 Black
190 +7/-8 50 50 25 White
210 +7/-8 25 50 25 White
225 +7/-8 25 50 25 White
275 ::1:10 25 50 25 Blue
325 ::1:10 50 50 25 Red
360 ::1:10 25 50 25 Red
450 ::1:15 25 50 25 Green
500 ::I: 15 50 50 25 Orange
600 ::1:20 N/A 50 25 Orange
725 ::1:25 N/A 50 25 Orange
Note: For clean agents and COZ suppression systems, ceiling spac-
ing 20 ft. (6. 1 meters) apart unless otherwise specified.
Not all units are suitable for all hazard location applica-
tions. Refer to Table 2 and markings on the detector for
hazardous location suitability.
Table 2
Hazardous
Location
Class I', Groups
A, B, C and D;
Class II', Groups
E, F and G
Model
Number
27120-22
27121-20
28020-3
28021-5
Fitting Required For Ul,
ULC Listings
and FM Approval
Mount detector to a suitably-
listed fitting in accordance
with National Electric Code
and/or local authority having
jurisdiction.
Series 28020 and 28021
9....:Hocr-.
a ~ _0UlI.E1'_
~ .0
1J2.ION.P.T. ..- OUTUT_
RETAINER ~ _
NUT ~/
1lt-10N.P.T....... 7..INCH_HllLI
lIlT: ..-'\!iV
-"-f."~'
FIgure 2
Class I", Groups
B, C and D;
Class 11", Groups
E, F and G
27120-0
27121-0
28021-0
"Division 1 and 2.
INSTALLATION
Series 27120 and 27121
~....:Hocr-.
C. ~ .... OUTUT_
~ Z;
/' 0U11.ET_
Ilt-ION.P.T. $ '" _
IIE1'AINER ,
NUT
7"lNCHllIA.HCll.!
1J2.ION.P.T. ."'*-.
1lET_ /'~
:...~,."~'
Figure 1
1. K1dde-Fenwal recommends that standard 4-1nch octagonal outlet
boxes be used to mount detectors.
2. Attach do,,,,..,..r to outlet box cover through a 0.875 inch diameter
hole and using two 1/2-14NPT retainer nuts as indicated.
3. Connect system wiring to detector per Figure 3 and applicable
electrical codes.
4. Ordinary Locations: The DETECT-A-FIRE Units are to be installed
in grounded metallic junction boxes only. They are to be secured to
the boxes using two lock nuts, one on either side of the mounting
plate. DETECT-A-FIRE Units are not to be installed In non-metalllc
junction boxes.
5. Hazardous Locations: For Class I, DIvision 1 and 2 locations install
the DETECT-A-FIRE Unit in a listed expIoslon-proof enclosure with
a minimum thread engagement of five full tums. No non-conductive
material is to be placed on the threaded joint of the DETECT-A-
FIRE Unit or in the listed explosion-proof enclosure. For DIvisIon 2
locations assure that a p.,..;",..lIl8 ground terminal is provided In the
listed explosion-proof enclosure when flexible metal conduit Is used.
6. Non-Hazardous Outdoor Locations: Mount the DETECT-A-FIRE in
a Usted NEMA Type 3 outlet box, cover and conduit, with 1/2 - 14
NPT threads and a minimum thread engagement of 5 full tums.
Use of pipe plugs with RTV silicone rubber sealant, a rubber gasket
and self-sealing screws to attach the cover, and PTFE thread seal
tape on the DETECT-A FIRE threads should be appropriate for out
door applications and In accordance with the National Electric Code
anct/or local authority have jurisdiction.
7. Do not exceed a maximum torque without thread lubricant of 20
foot-pounds (27.1 Newton Meters).
Series 28000 units are similar to Series 27100 units except they have
two 112-14 NPT threads for mounting.
The unit may be mounted as described above or may be threaded
into a 112-14 NPT tapped hole In the vessel wall or threaded into a
coupling brazed or welded to the vessel wall.
Field Wiring Requirement
Field wiring must be capable of withstanding the maximum anticipated
ambient temperature in the application.
. WIRE
ENDOF{Jk 2W1RE Cfji....R..~ ~....R.._
LINE MOHITORWG MOHITORItG
DEVICE PANEL PANEL
~
um....1
.-.,-
.
27121,'" SERIES
_Oponl
TypI.. F1..Alann ~_
(~RE~"'\, ~"":""':"
\:.:J ~ FONEL
'<i
Figure 3:
System Wiring
27120, aeo:zo SERIES
-~
Typl.. Security ey_ _
Figure 4
Ie
.. .,. W.. ·
I -c;,er: VJH-1 I K1llark Outlet Box: VLJX-1
oa'eCT-A-FlRE Coildult
Table 3
Non-H8Z8rdou.
Outdoor Location.
Model
Number
. F Temperature
Senlng.
FInIng. RequIred for UL
LI.tlng. and FM Approval
Mot61l .., " ". to a fiItIng suilabIe for
0UIllide use, (NEMA Type 3), in
e-...:LJ1ce with NaIionaI C......;.;.. Code
and'or local authority having jurldic:lion.
27120-0
27120-22
27121-0
27121-20
140, 160, 190,
225
FUNCTIONAL TEST
When used with automatic fire extinguishing systems first disconnect
the initiator/solenoid leads from the panel and connect a 24 VDC bulb
to Initiator terminals In the "... ,;,vI unit. Heat the D-A-F units with a
heat lamp or other convenient source. When the bulb In the control
unit changes state, rem<7\18 heat source and allow D-A-F unit to cool.
Reset control unit. Test lamp must change state and stay changed
after system Is reset. Do not . "'..... .nect initiator/ solenoid leads until all
D-A-F units have cooled below set point as indicated by test lamp.
When D-A-F units are used In other types of systems, disconnect
them from the system, connect a 24 VDC lamp and power source In
series with the D-A-F units and test with heat source as above. Make
sure that contacts have reset to normal condition before reconnecting
to system circuit.
I Lt WARNINGS I
1. In order to function properly. the sensing shell of the unit
must remain free from psJn~ gTfJIII18, 011, etc. Should such
a build up oocur, do not, undw ""y cllfNmRInC/Je,
attempt to I8t7KMI It RepJaoe /he unit.
2. DeI8ctorS mounted In an a/88 subject to physical abuse
or dsmage, OIlIer thsn abo\.e, must be suitably p. ,.;" .." J
without obstruc1Ing the thermsI aJrpath to the unit.
3. Do not Install the unit where the shell would be physically
damaged by sand, grein, rocks, etc.
4. Do not overtorque the unit when Installing.
5. Any '" I." .:,.! that has been abused or damaged must be
replaced.
6. Consult the factory for special precautions necessary
for outdoor use or moist 611\." '. 1 " " ,nIB.
ANY OF THE ABOVE COULD CHANGE THE FACTORY TEMPERATURE
SETTING, WHICH MAY RESULT IN PROPERTY DAMAGE ANDI OR PER-
SONAL INJURY OR DEATH.
IT IS POSSIBLE FOR A UNIT TO HAVE BEEN ABUSED OR DAMAGED AND
NOT DISPlAY ANY OUTWARD INDICATION OF THE DAMAGE. ALL UNITS
SHOULD BE ll:~ I cD PERIODICALLY IN ACCORDANCE WITH NATIONAL
FIRE PROTECTION ASSOCIATION REQUIREMENTS (72E) OR THE
AGENCY HAVING LOCAL JURISDICTION.
These Instrucllons do not purport to cowr all the details or variations on the equlpmsnt described, nor do they provide for every poseibIe contingency to be met In connection with Inslallation. operation
and maintenance. All speclflcatlonssubjeclto change wIIhouI nollce. Should further I. '... be desired or should particular problema arise which are not CCMlred sufflclentiy lor the purchaser's pur-
poses, the mailer should be referred to KIDDE-FENWAL, Inc. , Ashland, Musachusetts.
II you need mora Info on this product. or If you h... a question. oontacl KIDDE-FENWAL. INC., Ashland. MA 01721, (508) 881-2000.
08-L04103-000 8I9ll 1M 01111111 Kldde-Fenwal.lnc, Printed In U.S.A, CP
.~.,-_.;!i~~!;r-..'.\~!f
JI.,JI.''''''-'
FENWAL:
KIDOE-FENWAL, INC.
400 MAIN STREET ASHLANO. MA 01721
(508) 881-2000 FAX: (508) 881011920
hl1p:lIwww.k1dde-fenwaJ.com
..~JI'~ &:,.''''4
,- ill..;); ;,1.,
Creekside Apartments
Fire Alall11 Zone List
Zone 1 - First Floor
Zone 2 - Second Floor
Zone 3 - Third Floor
Zone 4 - Garage Manual Pulls
Zone 5 - Garage Drive Lane Heat Detectors 1-3
Zone 6 - Garage Drive Lane Heat Detectors 3-6
Zone 7 - Garage Maintenance & Storage
Zone 8 - Elevator Lobby Smoke Detectors Primary
Zone 9 - Elevator Lobby Smoke Detectors Alternate
Zone 10 -Elevator Shaft Detector
Zone 11 - Main Waterflow Wet
Zone 12 - Main OSY Gate Valve Supervisory
Zone 13 - Main PIV Supervisory
Zone 14 - Dry Sprinkler System Waterflow Alarm
Zone 15 - Dry Sprinkler Low-Air Supervisory
Zone 16 - Dry Sprinkler Tamper/Gate Valve Supervisory
Zone 17 - Waterflow Alarm # 3
Zone 18 - Waterflow Tamper/Gate Valve Supervisory #3
Zone 19- Spare
Zone 20 - Spare
TechRon Communications, Inc.
1587 N. Griggs Street
Saint Paul, MN 55108-2225
Name I Address
Oaks Electric
Steve Johnson
P.O. Box 19621
Mpls, MN 55419
Item
SKS5208
SKS2190
SKS5217
SKS5235
SYS2400
SYS2424
CT604
CT604
THERMO
THERMO
SYSPA400B
WHEDSMI224R
WHERSS24MCWFR
WHEAS24MCW-FR
ESLDHS24 I 20
SKSPSSA TK
WIREL W I 64NS76
WIRELW184NS76
Monitoring
BATTI2180
P.O. No.
FOB
Terms
Due on receipt
Description
Silent Knight 5208 Fire Panel- 10 Zones Expandable to 30 wI DACT. Up/Dnload.
Aux Cabinet For SKS5217
Zone Expander tor 5208 Panel - 10 Class 'B' Zones
Remote LCD Keypad/Annunciator tor 5208 Fire Panel
System Sensor Photoelectric Smoke Detector 2 wire 24 vdc.
System Sensor Photoelectric Smoke Detector 4 wire 24 vdc.
Chemtron Heat Detector-I 90 degree tixed temperature Dual Circuit
Chemtron Heat Detector-I 90 degree fixed temperature
Themlotech Rate Of Anticipation Heat Detector.
Themlotech Rate Of AnticipationTrim Rings
System Sensor Fire Mini-Horn beige.
Wheelock Dual Sync module tor strobe/horns.
Spec I Fire Multi-Candela Appliance 15,30,75,100 Candela ADA Stobe Only-
Syncable
Spec I Fire Multi-Candela Appliance 15,30,75,100 Candela ADA Horn Stobe -
Syncable
ESL Door Holder surface mount.
Silent Knight Fire Alarm Manual Pull Station.
Fire Alarm Cable 16 gauge 4 conductor FPL.
Fire Alarm Cable 18 gauge 4 conductor FPL.
Monitoring - Annual Billing Cycle (per Month)
Battery 12 Volt 18 Amp Hour.
Minnesota State Sales Tax
Estimate
Date
Estimate #
09/14/2001 88
Project
Creekside Lot2
Qty
I
I
I
I
30
5
I
6
6
6
50
I
I
20
4
6
1,000
3,500
I
2
PRIOR LAKE
INSPECTION RECORD
? .
\.('CSc;~
DEPARTMENT OF
BUILDING AND INSPECTION
I
SITE ADDRESS 1f,~lO ( I
NATURE OF WORK J'l
USE OF BUILDING ~ \
PERMIT NO. 01... 13 __ DATE ISSUED J.2.. -/2.. - eJl
CONTRACTOR ~ H-.~ PHONE
NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW
THE PERMIT IS BY SEPARATE DOCUMENT
f--T.".n Attic. De;y~e iltNaf I (7 I 12.~2.~TE
f8t:f,fjJ"4TION if .1_. 1" BQ""~,,", f 'It ~ I
PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
ROUGH - INS
· 'c Crt--.
Q
SEWER I WATER I SEPTIC
FRAMING
INSULATION
ELECTRICAL
PLUMBING
HEATING (if required)
FIREPLACE
GAS LINE AIR TEST
COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED
I I 1
FINALS
GRADING (Prior to Sodding) .1
BUILDING
ELECTRICAL
PLUMBING
HEATING
DO NOT OCCUPY UNTIL ABOVE HAS BEEN SIGNED
NOTICE
This card must be posted near an electrical service cabinet prior to rough-in inspections
and maintained until all Inspections have been approved. On buildings and additions
where no service cabinet Is available, card shall be placed near main entrance.
Call between 8:00 and 9:00 A.M. for all inspections
FOR ALL INSPECTIONS (952) 447-9850
CITY OF PRIOR LAKE
INSPECTION NOTICE
ADDRESS
OWNER
PHONE NO.
o FOOTING
o FOUNDATION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
SCHEDULED 5Ibb;:;"j 0 -r!
(!ALLt2_~
CONTR.
PERMIT NO.
o PLUMBING RI 0 EXIGRADIFILLlNG
o MECH RI 0 COMPLAINT
o WATER HOOKUP 0 FIREPLACE RI
o SEWER HOOKUP 0 FIREPLACE FINAL
o PLUMBING FINAL 0 GAS LINE AIR TST
,., MECH FINAL CI
-r /; ~ . ~~ /c10U UFtJ
2~ ~.
2/0
110
Zc7
207 207
COMMENTS:
10:00 AM
'On, '2Jo
R~~~
((~~3
~ FDe:
~L~ "t<e-~
C;k~I.'" ~1 k. 7~
\. .~J... p.'~c.:t::&!<V ~.
_ ~_.4- (L, .\^~' \-~+- ,'"r- -I::l-?
.AW-lM -k<t Vto+- ~ ~
Zo/
2.07
\ ~~ (>,\J?6
o WORK SATISFACTORY, PROCEED
o CORRECT AC m AND PROCEED
~ORR T K, CALL FOR REINSPECTION BEFORE COVERING
Inspa or: ) Owner/Contr:
CALL ~o FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl
~
INSNOTl
CITY OF PRIOR LAKE
INSPECTION NOTICE
-
SCHEDULED
DATE
TillE
ADDRESS
/G5/0 7JV:f-AI &(JII._I rV (:.A
~~,. '. CONTR. I
OWNER
PHONE NO.
o FOOTING
o FOUNDATION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
, \......--
PERMIT NO.
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
COMMENTS: ~
\. ~'Dtl 'itA- S\o~-t~ ~,
. a ro
~ r\.~.,,^t' p-Q......Q ~t1"',L~ A
Q\\o.... C~ - Ne.ruis
'-'
I)~.Q..~
3~~
1.. ~,Jl~ ^.. ~"<U" ~ ~
,
);\ Gt-i IIV\~~ I_A
"-
~tr
~ +0 ~~
q:> IJ )
1--842-
o EXIGRADIFILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
'j(D GASLINE AIR TST
-ELE6 . )
Peon;eAl 0 IV
~~+{'01A
.~
-
~~)l ~' ~ _ "\A(A~~~~;/.~
o WORK SATISFACTORY. PROCEED
~RECT ACTION AND PROCEED
XORRfI. 10_RK. CALL FOR REINSPECTION BEFORE COVERING
Inspector:~ D Owner/Contr:
CALL ~50 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE..
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH Ie SAFETY!
CITY OF PRIOR LAKE
INSPECTION NOTICE
SCHEDULED
ADDRESS
-rJM1VQlJ{0/o/ VI
CONTR.
OWNER
PHONE NO.
o FOOTING
o FOUNDATION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
PERMIT NO.
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
COMMENTS:
A'&rc. ~ V;~
DATE TIME
l'VUrol 3:o7J..
J ..J 134-2-
o EXIGRAD/FILLlNG
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
~D GASLINE AIR TST
PI.e5"
$" P/i:..( /'..l ~
~
~K SATISFACTORY, PROCEED
o CORREC CTION AND PROCEED
o COR CT K, CALL FOR REINSPECTION BEFORE COVERING
Inspecio : Owner/Contr:
CAY. i4 -98S;-FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE..
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
INSNOTI
DATE TIME
CITY OF PRIOR LAKE
INSPECTION NOTICE SCHEDULED
J-t/-CfL
Cf ~
I() : "3.0
ADDRESS ~~~(I~
OWNER . CONTR.
PHONE NO.
PERMIT NO. ~ - 13 'i 2-
o FOOTING 0 PLUMBING RI 0 EX/GRADIFILLlNG
o FOUNDATION 0 MECH RI 0 COMPLAINT
o FRAMING 0 WATER HOOKUP 0 FIREPLACE RI
o INSULATION 0 SEWER HOOKUP 0 FIREPLACE FINAL
o FINAL 0 PLUMBING FINAL 0 ~SJ..INe AIR TST
o SITE INSPECTION 0 MECH FINAL .::m :r;ul~ ~
COMMENTS: V"~\JJ ,. ;:;"ET
l.~~c." -P\~. ~~~1Ack.
~n Qo.p.,- ot"' ~hA.-c.
,
2. ~rAtLl~ ~ t-L3 r~6
o WORK SATISF TORY, PROCEED
o CORRE ACTIO D PROCEED
~OR CT WO , LL FOR REINSPECTION BEFORE COVERING
Inspecto .: Owner/Contr:
\lJ I /"
CA~O FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH cl SAFETY!
/NSNOTl
CITY OF PRIOR LAKE
INSPECTION NOTICE
SCHEDULED
DATE TIME
'2-7-02-- 2w-v
- ADDRESS
/(,~/o --r;1:2?7/l/Qv/L-/ N
/
OWNER
CONTR.
PHONE NO.
PERMIT NO.
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
COMMENTS: /t;f. *1 V/SU&1J1
J.~:-8J~~
'2. ~ ~ ~
o EXIGRADIFILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
~ GAS LINE AIR TST
fJ. FI ~
StP~/V~
~ a~~.n~a-~~~A~
~o' SATISFACTORY, PROCEED
? 1~~ ACTION AND PROCEED
. COR E R~CA.~ F FOORR REINSPECTION BEFORE COVERING
Inspecto . ~4 ~ Owner/Contr.
CA~ 447.9850 F)R THE NEXT INSPECTION 241:10URS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH 4< SAFETY!
INSNOTl
CITY OF PRIOR LAKE
INSPECTION NOTICE
SCHEDULED
ADDRESS Q~ ~i~
OWNER
PHONE NO.
o FOOTING
o FOUNDATION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
COMMENTS:
JD: 16 K..:~ z.
I :~o
, I
Flow ~+-
'D,..~ V'~
!~S-/6
CONTR.
PERMIT NO.
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
'"
ZL~ ~.
tl..
~-
~'t-~
~t--t':~
pi Ot..c.:)
4P~
DATE TIME
~
I.~
SO
o EXlGRADIFILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
.B Hr + ~\cu-;
~Glj~
l. "\ $t~ .
,~5ec-.
~~ ~plcl~ II(~ ~A-
o WORK SATISFACTORY, PROCEED
o CORRECT ACTION AND PROCEED
~ORRF,f}>RK, CALL FOR REINSPECTION BEFORE COVERING
Inspector:jp I Owner/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & s,)
~
INSNOTI