HomeMy WebLinkAboutBuilding Permit 99-0128
DATE RECEIVED
CITY OF PRIOR LAKE
BUILDING PERMIT,
TEMPORARY CERTIFICATE OF
ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
.'5.
DIRECTIONS
SPACES NUMBERED 1 THRU 17 MUST BE FILLED IN
BEFORE PERMIT IS ISSUED (Please Print or Type and sign at bottom)
2. SITE ADDRESS
:1.6677 Duluth Avenue SE
1. DATE
3. LEGAL DESCRIPTION
PID _ 1. <<;.Qo1-D 4tt-~
LOT
BLOCK
T?O~"" !:404-8
ADDITION
4. OWNER (Name)
Prior lake State Bank
5. ARCHITECT (Name)
(Address)
:1.6677 Duluth Av SE
(Address)
(Tel. No.)
6:1.2-447-2:1.0:1.
(Tel. No.)
6. BUILDER
(Name)
(Address) (612) 379-8939Tel. No.)
84NE 14th Av, Mpls, MN 55413
~lield Fire Protection
7. TYPE OF WORK
New Construction CJ
Fireplace CJ
Alteration~
Septic CJ Deck CJ Re-roofing CJ Porch CJ
AdditiOf'l Fi~ Attic CJ~-siding CJ Finish Basement CJ
'....... ^... ,\ .,
') t:. b4\ 1.-""
9. PROPERTY DIMENSIONS 10. CULVERT SIZE
Width Depth Yes No
Chimney CJ Misc.
8. PROPERTY AREA OR ACRES
Sq.Ft.
1. White
2, Pink
3. Yellow
File
City
Applicant
Permit No. 9'~ - 12 B
SEE'~
BUILDING INFORMATION
11 . SIZE OF STRUCTURE
(Height) (Width) (Depth)
12. NO. OF STORIES
13, TYPE OF CONSTRUCTION
14. FLOOR AREA APPORTIONMENT USE
15. NUMBER OF OCCUPANTS OR SEATS
OCCUPANTS
SEATS
16. PROJECT COSTNALUE
18,100.00
17. COMPLETION DATE
4/:1.5/99
I hereby certify that I have fumished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for
the above mentioned property and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the
building official can revoke this permit for just cause. Furthermore, I hereby agree that the city official or a designee may enter upon the property to perform needed inspections.
X ~""~ f= ~ ~ C014 2/22/99
Signature' '( ~I" D.eo..\ ~~q, ~ 'i'<. dji"ense No, 11. ~ ~,_ ( ,q ~ Date
FOR ADMINISTRATIVE USE
SETBACKS: Required
Actual
Front
Back
Side
Side
BUILDING DEPARTMENT VALUATION
OFF STREET PARKING
SPACES REO.
SPACES ON PLAN
PERMIT VALUATION
I ~,ox>,~(')
USE c: 1DIN~ A //R.
TYPE OF CONSTRUCTION: I ([j) III IV__
Occupancy Group AC[)E F HIM R S U
Division 1 2 3 4
Permit Fee ................................... $
MATERIAL FILED WITH APPLICATION
SOIL TESTS CJ ENERGY DATA CJ
PILING LOGS CJ PERCOLATION TESTS CJ
PLANS & SPECS CJ SETS
SURVEY
CJ COPIES
PLOT PLAN CJ
Plan Check Fee ............................. $
g,~~.~s.
. I r:-o ,11~_r7 c At"{
'{.DO
Amount Brought Forward .................. !I:
Park Support Fee ........................... $
SAC ......................................... $
Collective Street Fee ....................... $
Sewer Tap ................................... $
$
~~
~
sewe~r & Water Permit ..~... .............. $ ~ Water Tower Fee ........................... $
ThGa,.ss ire~'I' ~nerm m"e's'" "r'B"U"I'I'd'I"n'g"p"e:I't'!.~~~PT! Water Tap ................................... ll'.
'''' _ Builder's Deposit ............................ $
By )"'0 , Date Other ......................................... $
Certif;cate~Occupa~ Total Due .............................. $ ~
Paid c 44f~"Z.- Receipt No. ; f1A~
Issued Date '3 ~ If By f.....e w
This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning 6rdi/'a:t' and may proceed as requested, This document when
signed by the City Planner const~utes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be issued.
City:
State Surcharge............................. $
Penalty ....................................... !t:
Pressure Reducer .......................... $
Plumbing Permit Fee ....................... $
Meter Hom ................................... $
Water Meter ................................. $'.
Mechanical Permit Fee ..................... $
Sewer & Water Connection Fee ........... $
City Planner
Date
Special Conditions ff any
24 hour notice for all inspections 447-9850
T
',,--,
GB.QR
Quick Response
Upright, Pendent, Recessed Pendent,
Sidewall & Recessed Sidewall
Glass Bulb Automatic Sprinklers
Manufactured by: Central Sprinkler Company
451 North Cannon Avenue, Lansdale, Pennsylvania 19446
.. Product
~ Description
,-,.
Sprinklers are available with two standard
finishes, brass or chro'me plated and with
two coatings, black or white, with additional
special painted finishes available upon
request.
The Model GB-QR Pendent is Listed as
recessed quick response with Factory
Mutual when using a special recessed
escutcheon. Make sure to order the correct
recessed escutcheon when Factory Mutual
approval is required. The part numbers are
3071 for chrome, 3072 for bright brass,
3070 brushed brass, 3075 off white, 3073
white, 3074 black. This escutcheon is not
needed to maintain a quick response Listing
at U.L.
Operation: The glass bulb capsule
operating mechanism contains a heat-
sensitive liquid that expands upon
application of heat. Upon reaching the
rated temperature, the frangible capsule
n lechn-Ical ruptures thereby releasing the orifice seal.
The sprinkler then discharges water in a
Data pre-designed spray pattern to control or
extinguish the fire.
Standard Applications
The Model GB-QR Automatic Sprinklers are intended for standard area cover-
ages, and flow and pressure requirements as specified in current NFPA Stan-
dards for Quick Response Automatic Sprinklers.
The Central Model GB-QR Automatic
Sprinklers embrace the ultimate in
advanced design features. They
incorporate the latest in glass bulb
technology, which result in a much smaller,
more attract,ve sprinkler. The operating
mechanism consists of a liquid-filled 3 mm
diameter frangible capsule that is only 2.0
cm in length.
The Model GB-QR Automatic Sprinklers
are intended for installation in accordance
with current NFPA Standards. They are
available in 1/2" and 7/16" orifice sizes and
1550F, 1750F, 2000F and 2500F
temperature ratings. The Model GB-QR
Model & Orifice Thread
Deflector and Temperature Approved Standard Size
Style K-Factor Rating Escutcheon Finishes t Approvals (NPT)
GB-QR 1/2",5.6 155OF/68OC N/A Brass U.L. 1/2"
Upright 7/16",4.5 175OF179OC Chrome Plated U.L.C.
200oF/93OC F.M. **
250oF/121OC
GB-OR 1/2",5.6 155OF/68OC Model Brass U.L.
Pendent 7/16",4.5 175OF179OC GB-Res.lOR Chrome Plated U.L.C.
200oF/93OC *Recessed F.M.**
250oF/121OC
GB-QR 1/2",5.6 155OF/68OC Model Brass U.L.
Sidewall 175OF179OC GB-Res.lOR Chrome Plated U.L.C.
200oF/93OC Recessed F.M.***
250oF/121OC
'-..' t White, black and off-white available upon request.
· ,Maximum working pressure: 175 p.s.i.
· Factory Hydro Test: 100% @500p.s.i.
tt Recessed Pendent is U.L. Listed for 1550F/680C only.
tttt F.M. Approval is for 1/2" only and does not include painted versions.
Recessed versions must use a special recessed escutcheon.
ttttttF. M. Approval for the Sidewall Sprinkler is not for Recessed.
1/2"
1/2"
No. 3.10.0
r
Figure 1 - Model GB-QR Recessed Pendent
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ESCUTCHEON. ~: ,-\___':
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FACE OF REDUCING
COUPLING r
3/4' MAX.
3/8' MIN,
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1 3.8'
MAX.
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FINISHED
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cz:z77' ; li ; ;. .~ :..a:a
113/1G
27/8'
'Support cup with FM Approval has slots in the face, the standard U.L. version does not.
-.-"'.
Figure 2 - Model GB-QR Pendent
Figure 3 - Model GB-QR Upright
FACE OF
REDUCING
COUPLING
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of
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Note: Central's Model 65 or 401 escutcheon may be used. When
using Central's Model 65 escutcheon, face of R.C. to protrude
1/8':1: 1/16' beyond finished wall line.
2
Figure 4 - Model GB-QR Recessed Sidewall
FACE OF
REDUCIN'"
COUPLING
3/4' MAX.
3/e'MIN. I
"
'--
SUPPORT CUP
" \, r,",'," ''-':'' , "<:
................ ., I"
............ ~___" u
............ I
Iv''<~~L
y' ~ - ^ /~ v,"_~r"
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~~
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- ~ - - , , ,...)>
r'~""....""'''............. "....
/ I"
GS Res.lQR RECESSED
ESCUTCHEON
FINISHED
. WALL LINE
/
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-
113116'
27/e'
I " . _m _ .
I 318" Adjustment I
I Ranga 'I
,
"-
Figure 5 - Model GB-QR Sidewall
........
..................".....-----,
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" , - ~ / / Y "1 .' / ,.o'''--...- l
~ "'-~~ ~ r - - /...-f'"
I
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;". '-----
............
.... "
~.
----
'---"
---~
. 23/16'
Note: Central's Model 65 or 401 escutcheon may be used. When using Central's Model 65
escutcheon, face of R.C. to protrude 1/8" :l: 1/16" beyond finished wall line.
Combination Wrench (Part #1106)
(For Upright Sprinklers)
'--'
GB Sprinkler Wrench (Part #1099)
(For Pendent & Sidewall Sprinklers)
3
rw Design
~ Data
The Model GB-QR Automatic Sprin-
klers are intended for standard area
coverages and flow and pressure re-
quirements as specified in current NFPA
Standards for quick response sprinklers.
~ Installation
All Central Model GB-QR Automatic
Sprinklers must be installed according to
current NFPA Standards. Deviations from
these requirements and standards or any
alteration to the sprinkler itself will void
any war~anty made by Central Sprinkler
Company. In addition, installation must
also meet local government provisions,
codes, and standards as applicable.
The system piping must be properly
sized to ensure the minimum required flow
rate at the sprinkler.
Check for the proper model, style, orifice
size, and temperature rating prior to
installation. Install sprinklers after the
piping is in place to avoid mechanical
damage; replace any damaged units.
Wet pipe systems must be protected from
freezing.
Upon completion of the installation, the
system must be tested per recognized
standards.
In the event of a thread leak, remove the
unit, apply new pipe joint compound or
tape, and reinstall.
Installation Sequence
Note: Use the Combination Wrench
For Upright Sprinklers and the GB
Sprinkler Wrench For Pendent and
Sidewall Sprinklers,
Step 1, The unit must be installed in the
upright position for the upright style
sprinklers or in the pendent position for
pendent sprinklers, and in the sidewall
position for sidewall sprinklers.
Step 2. Use only a non-hardening pipe
joint compound or Teflon* tape. Apply
only to male threads.
Step 3, Install the sprinkler according to
the dimensions shown in the installation
diagrams on pages two and three of this
technical bulletin. For recessed
. Teflon is a trademark of the DuPont Corp.
applications, do not use the push-on
escutcheon plate to hold the unit in
position. The sprinkler will only
function properly when anchored to the
building structure.
Step 4. Hand tighten the sprinkler into
the, fitting. Then use a Central
Universal Wrench for pendent
sprinklers, and a Central Combination
Wrench for upright and sidewall
sprinklers, to tighten the unit into the
fitting. A leak-tight joint requires only 7
to 14 ft.-Ibs. of to'rque; a tangential
force of 14 to 28 Ibs. delivered through
a 6" handle will deliver adequate
torque. Torque levels over 21 ft.-Ibs.
may distort the orifice seal, resulting in
leakage.
Caution: Special care must be
taken when installing sprinklers with a
CPVC system. Sprinklers must be
installed after the manufacturer's
recommended setting time for the
primer and cement to ensure that
neither accumulate within the sprinkler.
Special care must be taken when
installing with a copper system.
Sprinklers must be installed only after
the inside of the sprinkler drop and
associated fittings have been wire
brushed to remove any flux. Residual
flux can cause corrosion and in
extreme cases can impair proper
sprinkler operation.
ITT1JI Care &
~ Nlainbm1ce
Sprinklers must be handled carefully.
They must not be transported or stored
where ambient temperature may
exceed 100oFf380C. For best results,
store them in a cool, dry location in the
original shipping package.
Do not install sprinklers that have
been dropped or visibly damaged.
Sprinklers must never be painted,
coated, plated, or altered in any other
way from manufactured condition or
they may not function properly. Any
sprinklers altered in such manner must
be replaced.
The owner is responsible for the
proper operating ,condition of all fire
protection devices and accessories.
@1996 Central Sprinkler Company
Printed in U.S.A.
The NFPA standard 25 entitled,
"Inspection, Testing and Maintenance
of Water-Based Fire Protection
Systems", contains guidelines and
minimum maintenance requirements.
Furthermore, the local Authority Having
Jurisdiction may have additional
regulations and requirements for
maintenance, testing, and inspection
that must be obeyed.
It is recommended that sprinkler
systems be inspected regularly by a
qualified inspection service. Length of
time between such inspections can
vary due to accessibility, ambient
atmosphere, water supply, and site
activity.
Do not attempt to reassemble or
otherwise reuse a sprinkler that has
operated. Replace any sprinkler
exhibiting corrosion or damage; always
use new sprinklers of the same type
and temperature rating as
replacements.
Because the discharge pattern is
critical to protection of life and
property, nothing should be hung or
attached to the sprinkler unit that would
disrupt the pattern. Such obstructions
must be removed. In the event that
construction has altered the original
configuration, additional sprinklers may
need to be installed to maintain the
protection level.
Do not attempt to replace sprinklers
without first removing the fire
protection system from service. Be
certain to secure permission from all
Authorities Having Jurisdiction, and
notify all personnel who may be
affected during system shutdown. A
fire watch during maintenance periods
is a recommended precaution.
To remove the system from service
mode, first refer to your system
operating guide and valve instructions.
~
[ENTRAL
Central Sprinkler Company
451 N. Cannon Avenue, Lansdale, PA 19446
Phone (215) 362-0700
FAX (215) 362-5385
Drain water and relieve pressure in the
pipes. Remove the existing unit and
install the replacement, using only the
recommehded sprinkler wrench. Be
certain to match model, style, orifice,
and temperature rating.
A fire protection system that has been
shut off after an activation should be
returned to service immediately, Inspec!
the entire system for damage and
replace or repair as necessary.
Sprinklers that did not operate but were
subjected to corrosive elements of
combustion or excessive temperatures
should be inspected, and replaced if
need be. The Authority Having
Jurisdiction will detail minimum
replacement requirements and
regulations.
Guarantee: Central Sprinkler
Company will repair andfor replace any
products found to be defective in
material or workmanship within a period
of one year from the date of shipment.
Please refer to the current Price List for
further details of the warranty.
,.../
.. Ordering
Jt-t Information
-../
Ordering Information: When
placing an order, indicate the full
product name. Please specify the
quantity, model, style, orifice size,
temperature rating, type of finish or
coating, and sprinkler wrench.
Availability and Service: Central
sprinklers, valves, accessories, and
other products are available through-
out the U.S. and Canada, and
internationally, through a network of
Central Sprinkler distribution centers.
You may write directly to Central
Sprinkler Company, or call 215-362-
0700 for the distributor nearest you.
Patents: Patents are pending.
Conversion Table:
1 inch = 25.400 mm
1 foot = 0.3048 M
1 pound = 0.4536 kg
1 foot pound = 1.36 Nm
1 psi = 6.895 kpa
= 0.0689 bar
= 0.0703 kgfcm2
1 U.S. gallon = 3.785 dm3
= 3.785 liters
Conversions are approximate.
-.-/
GB-QR.4
"---
GB.QR
Quick Response
Upright, Pendent, Recessed Pendent,
Sidewall & Recessed Sidewall
Glass Bulb Automatic Sprinklers
Manufactured by: Central Sprinkler Company
451 North Cannon Avenue, Lansdale, Pennsylvania 19446
... Product
I!:!'J Description
~.
Sprinklers are available with two standard
finishes, brass or chro'me plated and with
two coatings, black or white, with additional
special painted finishes available upon
request.
The Model GB-QR Pendent is Listed as
recessed quick response with Factory
Mutual when using a special recessed
escutcheon. Make sure to order the correct
recessed escutcheon when Factory Mutual
approval is required. The part numbers are
3071 for chrome, 3072 for bright brass,
3070 brushed brass, 3075 off white, 3073
white, 3074 black. This escutcheon is not
needed to maintain a quick response Listing
at U.L.
Operation: The glass bulb capsule
operating mechanism contains a heat-
sensitive liquid that expands upon
application of heat. Upon reaching the
rated temperature, the frangible capsule
n lie C h n -. ca I ruptures thereby releasing the orifice seal.
The sprinkler then discharges water in a
Data pre-designed spray pattern to control or
extinguish the fire.
Standard Applications
The Model GB-QR Automatic Sprinklers are intended for standard area cover-
ages, and flow and pressure requirements as specified in current NFPA Stan-
dards for Quick Response Automatic Sprinklers.
The Central Model GB-QR Automatic
Sprinklers embrace the ultimate in
advanced design features. They
incorporate the latest in glass bulb
technology, which result in a much smaller,
more attractive sprinkler. The operating
mechanism consists of a liquid-filled 3 mm
diameter frangible capsule that is only 2.0
cm in length.
The Model GB-QR Automatic Sprinklers
are intended for installation in accordance
with current NFPA Standards. They are
available in 1/2" and 7/16" orifice sizes and
1550F, 1750F, 2000F and 2500F
temperature ratings. The Model GB-QR
Model & Orifice Thread
Deflector and Temperature Approved Standard Size
Style K-Factor Rating Escutcheon Finishes t Approvals (NPT)
GB-QR 1/2",5.6 155OF/68OC N/A Brass U.L. 1/2"
Upright 7/16",4.5 175OF/79OC Chrome Plated U.L.C.
200oF/93OC F.M.**
250oF/121OC
GB-QR 1/2",5.6 155OF/68OC Model Brass U.L. 1/2"
Pendent 7/16",4.5 175OF/79OC GB-Res.lQR Chrome Plated U.L.C.
200oF/93OC *Recessed F.M.**
250oF/121OC
GB-QR 1/2",5.6 155OF/68OC Model Brass U.L. 1/2"
Sidewall 175OF/79OC GB-Res.lQR Chrome Plated U.L.C.
200oF/93OC Recessed F.M.***
250oF/121OC
,,-. t White, black and off-white available upon request.
. Maximum working pressure: 175 p.s.i.
· Factory Hydro Test: 100% @500p.s.i.
.. Recessed Pendentis U. L. Listed for 1550F/680C only.
.... F.M. Approval is for 1/2" only and does not include painted versions.
Recessed versions must use a special recessed escutcheon.
......F.M. Approval for the Sidewall Sprinkler is not for Recessed.
No. 3.10.0
Figure 1 - Model GB-QR Recessed Pendent
\
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GB Res'/QR RECESSED ~ \ :
ESCUTCHEON, ~ ~ '\___
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SUPPORT CUP
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,-,
, ,
~~
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\
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'.
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FACE OF REDUCING
COUPLING 1
314' MAX.
318' MIN.
~'
MIN.
, ,
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------ --------
r:z:z:r' , , '~' , r , , :. ; " . ~
FINISHED
CEILING
LINE
2'
13.8'
MAX.
113113
27/8'
.Support cup with FM Approval has slots in the face, the standard U.L. version does not.
..-'
Figure 2 - Model GB-QR Pendent
Figure 3 - ModeIIGB-QR Upright
\ I
\ f
\ I
\ f
\ f .. 1 3/8"
I \
( ,- )
I I rU;/S
FACE OF I I
REDUCING I I
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COUPLING I \ I
1----- , -----I (
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1 3/1 C'
. .-/
Note: Central's Model 65 or 401 escutcheon may be used. When
using Central's Model 65 escutcheon, face of R.C. to protrude
1/8":t 1/16' beyond finished wall line.
2
Figure 4 - Model GB-QR Recessed Sidewall
FACE OF
REDUCIN"
COUPLING
I 314' MAX.
318" MIN,
'---
SUPPORT CUP
t ~'rl""""~""";
"" . ~ :
........... ,,-___ u ,
.............. : :
Ip_
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......
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....... ~~ , ~ - - - :.;
/"""""'"''
GB Res'/QR RECESSED '1
ESCUTCHEON
,
/ "
I , 318' Adjustment I
I Range I
FINISHED
WALL LINE
~ 1
2718'
1 13116'
~
r
Figure 5 - Model GB-QR Sidewall
"-
...... I
...................;.;------1
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I
,,-~"',j~_u~ -l
"-"/~~'t^'-o("o ~
I
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,,"
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-
-
~
-
1
'--"
---~
. 23116'
Note: Central's Model 65 or 401 escutcheon may be used. When using Central's Model 65
escutcheon, face of R.C. to protrude 1/8":t 1/16" beyond finished wall line.
Combination Wrench (Part #1106)
(For Upright Sprinklers)
""-'
GB Sprinkler Wrench (Part #1099)
'For Pendent & Sidewall Sprinklers)
3
~ Design
~ Data
The Model GB-QR Automatic Sprin-
klers are intended for standard area
coverages and flow and pressure re-
quirements as specified in current NFPA
Standards for quick response sprinklers,
~ Installation
All Central Model GB-QR Automatic
Sprinklers must be installed according to
current rJJFPA Standards. Deviations from
these requirements and standards or any
alteration to the sprinkler itself will void
any warranty made by Central Sprinkler
Company. In addition, installation must
also meet local government provisions,
codes, and standards as applicable.
The system piping must be properly
sized to ensure the minimum required flow
rate at the sprinkler.
Check for the proper model, style, orifice
size, and temperature rating prior to
installation. Install sprinklers after the
piping is in place to avoid mechanical
damage; replace any damaged units.
Wet pipe systems must be protected from
freezing.
Upon completion of the installation, the
system must be tested per recognized
standards.
In the event of a thread leak, remove the
unit, apply new pipe joint compound or
tape, and reinstall.
Installation Sequence
Note: Use the Combination Wrench
For Upright Sprinklers and the GB
Sprinkler Wrench For Pendent and
Sidewall Sprinklers.
Step 1. The unit must be installed in the
upright position for the upright style
sprinklers or in the pendent pOSition for
pendent sprinklers, and in the sidewall
position for sidewall sprinklers.
Step 2, Use only a non-hardening pipe
joint compound or Teflon* tape. Apply
only to male threads.
Step 3. Install the sprinkler according to
the dimensions shown in the installation
diagrams on pages two and three of this
technical bulletin. For recessed
. Teflon is a trademark of the DuPont Corp.
applications, do not use the push-on
escutcheon plate to hold the unit in
position. The sprinkler will only
function properly when anchored to the
building structure.
Step 4. Hand tighten the sprinkler into
the fitting. Then use a Central
Universal Wrench for pendent
sprinklers, and a' Central Combination
Wrench for upright and sidewall
sprinklers, to tighten the unit into the
fitting. A leak-tight joint requires only 7
to 14 ft.-Ibs. of torque; a tangential
force of 14 to 28 Ibs. delivered through
a 6" handle will deliver adequate
torque. Torque levels over 21 ft.-Ibs.
may distort the orifice seal, resulting in
leakage.
Caution: Special care must be
taken when installing sprinklers with a
CPVC system. Sprinklers must be
installed after the manufacturer's
recommended setting time for the
primer and cement to ensure that
neither accumulate within the sprinkler.
Special care must be taken when
installing with a copper system.
Sprinklers must be installed only after
the inside of the sprinkler drop and
associated fittings have been wire
brushed to remove any flux. Residual
flux can cause corrosion and in
extreme cases can impair proper
sprinkler operation.
!
rmI. Care &
L,I Maintela1ce
Sprinklers must be handled carefully.
They must not be transported or stored
where ambient temperature may
exceed 100oFf380C. For best results,
store them in a cool, dry location in the
original shipping package.
Do not install sprinklers that have
been dropped or visibly damaged.
Sprinklers must never be painted,
coated, plated, or altered in any other
way from manufactured condition or
they may not function properly. Any
sprinklers altered in such manner must
be replaced,
The owner is responsible for the
proper operating condition of all fire
protection devices and accessories.
@1996 Central Sprinkler Company
Printed in U.S.A.
The NFPA standard 25 entitled,
"Inspection, Testing and Maintenance
of Water-Based Fire Protection
Systems", contains guidelines and
minimum maintenance requirements.
Furthermore, the local Authority Having
Jurisdiction may have additional
regulations and requirements for
maintenance, testing, and inspection
that must be obeyed.
It is recommended that sprinkler
systems be inspected regularly by a
qualified inspection service. Length of
time between such inspections can
vary due to accessibility, ambient
atmosphere, water supply, and site
activity.
Do not attempt to reassemble or
otherwise reuse a sprinkler that has
operated. Replace any sprinkler
exhibiting corrosion or damage; always
use new sprinklers of the same type
and temperature rating as
replacements.
Because the discharge pattern is
critical to protection of life and
property, nothing should be hung or
attached to the sprinkler unit that would
disrupt the pattern. Such obstructions
must be removed. In the event that
construction has altered the original
configuration, additional sprinklers may
need to be installed to maintain the
protection level.
Do not attempt to replace sprinklers
without first removing the fire
protection system from service. Be
certain to secure permission from all
Authorities Having Jurisdiction, and
notify all personnel who may be
affected during system shutdown. A
fire watch during maintenance periods
is a recommended precaution.
To remove the system from service
mode, first refer to your system
operating guide and valve instructions.
Lt:N I HAL
Central Sprinkler Company
451 N. Cannon Avenue, Lansdale, PA 19446
Phone (215) 362-0700
FAX (215) 362-5385
I
Drain water and relieve pressure in the
pipes, Remove the existing unit and
install the replacement, using only the
recommended sprinkler wrench. Be
certain to match model, style, orifice,
and temperature rating.
A fire protection system that has been
shut off after an activation should be
returned to service immediately. Inspecl
the entire system for damage and
replace or repair as necessary.
Sprinklers that did not operate but were
subjected to corrosive elements of
combustion or excessive temperatures
should be inspected, and replaced if
need be. The Authority Having
Jurisdiction will detail minimum
replacement requirements and
regulations.
Guarantee: Central Sprinkler
Company will repair andfor replace any
products found to be defective in
material or workmanship within a period
of one year from the date of shipment.
Please refer to the current Price List for
further details of the warranty.
,-
.. Ordering
J-Mllnformation
Ordering Information: When
placing an order, indicate the full
product name. Please specify the
quantity, model, style, orifice size,
temperature rating, type of finish or
coating, and sprinkler wrench.
Availability and Service: Central
sprinklers, valves, accessories, and
other products are available through-
out the U.S. and Canada, and
internationally, through a network of
Central Sprinkler distribution centers.
You maYlwrite directly to Central
Sprinkler Company, or call 215-362-
0700 for the distributor nearest you.
Patents: Patents are pending.
Conversion Table:
1 inch = 25.400 mm
1 foot = 0.3048 M
1 pound = 0.4536 kg
1 foot pound = 1.36 Nm
1 psi = 6,895 kpa
= 0.0689 bar
= 0.0703 kgfcm2
1 U.S. gallon = 3.785 dm3
= 3.785 liters
Conversions are approximate.
-,'
GB-QR.4
'--
GB.QR
Quick Response
Upright, Pendent, Recessed Pendent,
Sidewall & Recessed Sidewall
Glass Bulb Automatic Sprinklers
Manufactured by: Central Sprinkler Company
451 North Cannon Avenue, Lansdale, Pennsylvania 19446
... Product
lI!:!!I Description
~
Sprinklers are available with two standard
finishes, brass or chro'me plated and with
two coatings, black or white, with additional
special painted finishes available upon
request.
The Model GB-QR Pendent is Listed as
recessed quick response with Factory
Mutual when using a special recessed
escutcheon. Make sure to order the correct
recessed escutcheon when Factory Mutual
approval is required. The part numbers are
3071 for chrome, 3072 for bright brass,
3070 brushed brass, 3075 off white, 3073
white, 3074 black. This escutcheon is not
needed to maintain a quick response Listing
at U.L.
Operation: The glass bulb capsule
operating mechanism contains a heat-
sensitive liquid that expands upon
application of heat. Upon reaching the
rated temperature, the frangible capsule
n lie C h n -. ca I ruptures thereby releasing the orifice seal.
The sprinkler then discharges water in a
Data pre-designed spray pattern to control or
extinguish the fire.
Standard Applications
The Model GB-QR Automatic Sprinklers are intended for standard area cover-
ages, and flow and pressure requirements as specified in current NFPA Stan-
dards for Quick Response Automatic Sprinklers.
The Central Model GB-QR Automatic
Sprinklers embrace the ultimate in
advanced design features. They
incorporate the latest in glass bulb
technology, which result in a much smaller,
more attractive sprinkler. The operating
mechanism consists of a liquid-filled 3 mm
diameter frangible capsule that is only 2.0
cm in length.
The Model GB-QR Automatic Sprinklers
are intended for installation in accordance
with current NFPA Standards. They are
available in 1/2" and 7/16" orifice sizes and
1550F, 1750F, 2000F and 2500F
temperature ratings. The Model GB-QR
Model & Orifice Thread
Deflector and Temperature Approved Standard Size
Style K-Factor Rating Escutcheon Finishes t Approvals (NPT)
GB-QR 1/2",5.6 1550F/68OC N/A Brass U.L. 1/2"
Upright 7/16",4.5 175OF1790C Chrome Plated U.L.C.
200oF/930C F.M.**
250oF/121OC
GB-QR 1/2",5.6 155OF/68OC Model Brass U.L. 1/2"
Pendent 7/16",4.5 175OF179OC GB-Res.lQR Chrome Plated U.L.C.
200oF/930C * Recessed F.M.**
250oF/121OC
GB-QR 1/2",5.6 1550F/680C Model Brass U.L. 1/2"
Sidewall 1750F179OC GB-Res.lQR Chrome Plated U.L.C.
200oF/930C Recessed F.M.***
250oF/121OC
\...,..... t White, black and off-white available upon request.
. Maximum working pressure: 175 p.s.i.
. Factory Hydro Test: 100% @500p.s.i.
... Recessed Pendent is U.L. Listed for 1550F/680C only.
...... F.M. Approval is for 1/2" only and does not include painted versions.
Recessed versions must use a special recessed escutcheon.
.........F. M. Approval for the Sidewall Sprinkler is not for Recessed.
No. 3-10.0
I ,
Figure 1 - Model GB-QR Recessed Pendent
\
\
\
\
I
(
I
I
Y I
GS Res.lQR RECESSED ~ ~I '.
ESCUTCHEON. ~ ' ... - --'
, .
,
{ ~~
'\
I
I
I
I
\
~
I
I
I
. I ,
-~-_....- ,
FACE OF REDUCING
COUPLING 1
314' MAX.
318' '~IN.
*
SUPPORT CUP
"
,
,
.~
.r
)
/ I
,
" ,
, ,
i\ ' ,
,',~ ~~
( ,
,
I ........ ,,'
\
-'-
;' ,
\........
" /
------- ....-----
. -. -1- - - - - --
~__~"_~_.:.....__'_'-:.t r _. t ._~i' ~___.____,___.___..__
, ,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
','
FINISHED
CEILING
LINE
\
,
1318'
MAX.
l'
MIN,
,..-/
1 13116'
27/8"
..
.Support cup with FM Approval has slots in the face, the standard U.L. version does not.
-'
Figure 2 - Model GB-QR Pendent
Figure 3 - Model GB-QR Upright
FACE OF
REDUCING
COUPLING
,
\
\
\
\
I
(
I
I
, I
I
I
L-___
,
I
I
I
I
\
~
I
I
I
I
I
" ___--I
13/8"
r; ;:-')
~
I
'~'~
'\
""
"f="i>
~
'" -r
)
, ,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
: '
, "
2'
)
f,.1
(
1\
"
I
111116' Ref.
,.,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
, ,
~~
2'
1/
(
,../
\ /
~ ~
cz::z::. , , , \ ' ,., , '.' i ,. , , '~
~ 1 3/16' 1
:
. --/
Note: Central's Model 65 or 401 escutcheon may be used. When
using Central's Model 65 escutcheon, face of R.C. to protrude
1/8":to 1/16" beyond finished wall line.
2
Figure 4 - Model GB-QR Recessed Sidewall
FACE OF
REDUCIW'
COUPLING
3/4' MAX.
3/8'MIN,
....
'-
SUPPORT CUP
"""'" ~t" "'\"'" ,-
.....,.... I :
I p$-'_
v,~,,,,,,,.,.,,, ''-../ l
...../"'.~ -, ~......... "I""
I
./.... II
.... ...._-"T..,.
/,,'"
,............
{J-
I '
....::- ':::~,~..: ,"" ~~ .... " " ......"
/ '
GB ResJOR RECESSED ' ' [ , -
ESCUTCHEON
,
'I 318' A:ustmenl' 'I
I ' Renge -I
FINISHED
WALL LINE
~
27/8'
1 13/16.
-----
---~
Figure 5 - Model GB-QR Sidewall
"'-'
..:.
......
..... ,..------
............... I
I
I
I
'/~
"1......---- -. /' /c
~ ... ~ .- ... - , 't ~ ,. 0('" ~-
I
.... I
.....",. .....____...J
""'.....'"
~
'---'"
--3
. 2 3/16'
Note: Central's Model 65 or 401 escutcheon may be used. When using Central's Model 65
escutcheon, face of R.C. to protrude 1/8":1: 1/16' beyond finished wall line.
Combination Wrench (Part #1106)
(For Upright Sprinklers)
'-'"
GB Sprinkler Wrench (Part #1099)
'For Pendent & Sidewall Sprinklers)
3
~ Design
~ Data
The Model GB-QR Automatic Sprin-
klers are intended for standard area
coverages and flow and pressure re-
quirements as specified in current NFPA
Standards for quick response sprinklers.
~ Installation
All Central Model GB-QR Automatic
Sprinklers must be installed according to
current NFPA Standards. Deviations from
these requirements and standards or any
alteration to the sprinkler itself will void
any warranty made by Central Sprinkler
Company. In addition, installation must
also meet local government provisions,
codes, and standards as applicable.
The system piping must be properly
sized to ensure the minimum required flow
rate at the sprinkler.
Check for the proper model, style, orifice
size, and temperature rating prior to
installation. Install sprinklers after the
piping is in place to avoid mechanical
damage; replace any damaged units.
Wet pipe systems must be protected from
freezing.
Upon completion of the installation, the
system must be tested per recognized
standards.
In the event of a thread leak, remove the
unit, apply new pipe joint compound or
tape, and reinstall.
Installation Sequence
Note: Use the Combination Wrench
For Upright Sprinklers and the GB
Sprinkler Wrench For Pendent and
Sidewall Sprinklers.
Step 1. The unit must be installed in the
upright position for the upright style
sprinklers or in the pendent position for
pendent sprinklers, and in the sidewall
position for sidewall sprinklers.
Step 2, Use only a non-hardening pipe
joint compound or Teflon* tape. Apply
only to male threads.
Step 3, Install the sprinkler according to
the dimensions shown in the installation
diagrams on pages two and three of this
technical bulletin. For recessed
. Teflon is a trademark of the DuPont Corp.
applications, do not use the push-on
escutcheon plate to hold the unit in
position. The sprinkler will only
function properly when anchored to the
building structur~.
, Step 4. Hand tighten the sprinkler into
the fitting. Then use a Central
Universal Wrench for pendent
sprinklers, and a Central Combination
Wrench for upright and sidewall
sprinklers, to tighten the unit into the
fitting. A leak-tight joint requires only 7
to 14 ft.-Ibs. of torque; a tangential
force of 14 to 28 Ibs. delivered through
a 6" handle will deliver adequate
torque. Torque levels over 21 ft.-Ibs.
may distort the orifice seal, resulting in
leakage.
Caution: Special care must be
taken when installing sprinklers with a
CPVC system. Sprinklers must be
installed after the manufacturer's
recommended setting time for the
primer and cement to ensure that
neither accumulate within the sprinkler.
Special care must be taken when
installing with a copper system.
I Sprinklers must be installed only after
the inside of the sprinkler drop and
associated fittings have been wire
brushed to remove any flux. Residual
flux can cause corrosion and in
extreme cases can impair proper
sprinkler operation.
ItTTI Care &
~ Nlainbmlce
Sprinklers must be handled carefully.
They must not be transported or stored
where ambient temperature may
exoeed 100oFf380C. For best results,
store them in a cool, dry location in the
original shipping package.
Do not install sprinklers that have
been dropped or visibly damaged.
Sprinklers must never be painted,
coated, plated, or altered in any other
way from manufactured condition or
they may not function properly. Any
sprinklers altered in such manner must
be replaced.
The owner is responsible for the
proper operating condition of all fire
protection devices and accessories.
@1996 Central Sprinkler Company
Printed in U.S.A.
The NFPA standard 25 entitled,
"Inspection, Testing and Maintenance
of Water-Based Fire Protection
Systems", contains guidelines and
minimum maintenance requirements.
Furthermore, the local Authority Having
Jurisdiction may have additional
regulations and requirements for
maintenance, testing, and inspection
that must be obeyed.
It is recommended that sprinkler
systems be inspected regularly by a
qualified inspection service. Length of
time between such inspections can
vary due to accessibility, ambient
atmosphere, water supply, and site
activity.
Do not attempt to reassemble or
otherwise reuse a sprinkler that has
operated. Replace any sprinkler
exhibiting corrosion or damage; always
use new sprinklers of the same type
and temperature rating as
replacements.
Because the discharge pattern is
critical to protection of life and
property, nothing should be hung or
attached to the sprinkler unit that would
disrupt the pattern. Such obstructions
must be removed. In the event that
construction has altered the original
configuration, additional sprinklers may
need to be installed to maintain the
protection level.
Do not attempt to replace sprinklers
without first removing the fire
protection system from service. Be
certain to secure permission from all
Authorities Having Jurisdiction, and
notify all personnel who may be
affected during system shutdown. A
fire watch during maintenance periods
is a recommended precaution.
To remove the system from service
mode, first refer to your system
operating guide and valve instructions.
~
LEN I HAL
Central Sprinkler Company
451 N. Cannon Avenue, Lansdale, PA 19446
Phone (215) 362-0700
FAX (215) 362-5385
Drain water and relieve pressure in the
pipes. Remove the existing unit and
install the replacement, using only the
recommended sprinkler wrench. Be
certain to match model, style, orifice,
and temperature rating.
A fire protection system that has been
shut off after an activation should be
returned to service immediately. Inspec1
the entire system for damage and
replace or repair as necessary.
Sprinklers that did not operate but were
subjected to corrosive elements of
combustion or excessive temperatures
should be inspected, and replaced if
need be. The Authority Having
Jurisdiction will detail minimum
replacement requirements and
regulations.
Guarantee: Central Sprinkler
Company will repair and/or replace any
products found to be defective in
material or workmanship within a period
of one year from the date of shipment.
Please refer to the current Price List for
further details of the warranty.
.. Ordering
Jt-1Ilnformation
Ordering Information: When
placing an order, indicate the full
product name. Please specify the
quantity, model, style, orifice size,
temperature rating, type of finish or
coating, and sprinkler wrench.
Availability and Service: Central
sprinklers, valves, accessories, and
other products are available through-
I
out the U.S. and Canada, and
internationally, through a network of
Central Sprinkler distribution centers.
You may write directly to Central
Sprinkler Company, or call 215-362-
0700 for the distributor nearest you.
Patents: Patents are pending.
Conversion Table:
1 inch = 25.400 mm
1 foot = 0.3048 M
1 pound = 0.4536 kg
1 foot pound = 1.36 Nm
1 psi = 6.895 kpa
= 0.0689 bar
= 0.0703 kgfcm2
1 U.S. gallon = 3.785 dm3
= 3.785 liters
Conversions are approximate.
GB-QR.4
HYDRAULIC DESIGN INFORMATION SHEET
p ~ l 0 r2.. LA \c::.€- CS"n'\ ~
, b 10'" ., -PU Lu.:rJ.l
"BA,J K..
AVe,
NAME
LOCATION'
BUILDING
CONTRACTOR
CALCULATED BY
CONSTRUCTION:
OCCUPANCY
DATE, ':t - I ~ - <} ~
Pfl.., 0 it... L-.A ~€
SYSTEM.NO,'
CONTRACT NO.
DRAWING NO.
CEILING HEIGHT
FT,
S,G.
SH I.~b ~IRe: P~O~C:T10N
TJ-I.cMAs r= I-\AYE:-S
.. 0 COMBUSTIBLE 0 NON-COMBUSTIBLE
z
(!)
Cii
UJ ,
o
::;:
au
t-
el)
>-
CI)
~ NFPA 13:
o NFPA 23.1 .
o OTHER (Spec Ify)
o SPECIFIC RULING
DATF
~ LT, HAl,
o NFPA 231C:
ORD. HAl, GP.
F IGU RF
01.02 03
CURVe:
o EX, HAZ,
. MADE BY
AREA OF SPRINKLER OPERATION I SOT'\
DENSITY ... 10
AREA PER SPRINKLER ~" u..,
HOSE ALLOWANCE GPM: INSIDE
HOSE ALLOWANCE GPM: OUTSIDE 10Q
RACK SPRINKLER ALLOWANCE
SYSTE;M T'(EE.
~ WET 0 DRY 0 DELUGE 0 PRE-ACTION
SPRINKLER OR NOZZLE, , "
MAKE C.61-.,)-rRA~ MODEL QR.. (CV\'\I<:1c: .(P,ifO)
mZE ' 1,1'1..... K-FACTOR ___...5.:...~.
TF.~P~~ATURE RATING li-LS
.CALCULATION' GPM REQUIRED 2..if', 0'3
SUMMARY "C" FACTOR USED:
PSI REQUIRED ~. '2.-"2...
OVERHEAD 1'2.0
AT BASE OF RISER...
UNDERGROUND I 4 ()
'1
>-
-I
D-
o.
:>
eI)
II:
W
t-.
~
WA TE R...ELQW...IESI
DA TE & TIME
&TATIC PSI
RESIDUAL PSI
GPM FLOWING
ELEVATION
GPM
PUMP DATA .
RATED CAPACITY
AT PSI
ELEVATION
TANI< OR RFSERVOIR
CApACITY
ELEVATION
(,,1
U
J 7..; c: \I
WELL
PROOF FLOW
LOCATION
SOURCE OF INFORMATION
SI-n.:7
Plt.lolL LA6::..e
w
C)
~
O.
t-
el)
>-
t-
O
o
::;:
~
o
o.
COMMODITY
STORAGE HEIGHT
STORAGE METHOD: SOLID PILED
,%
. ,CLASS
AREA
% PALLETllED
, LOCATION
AISLE WIDTH'
_ % . RACK
o SINGLE ROW 0 ,CONVENTIONAL PALLET
o DOUBLE ROW 0 S/:-AVE PALLET
. . '0 MULTIPLE ROW
~
'0
, < FLUE SPACING IN INCHES
a: . LONGITUDINAL TRANSVERSE
o AUTOMATIC STORAGE 0 ENCAPSULATED
o SOLID SHELVING 0 NON-
o OPEN ENCAPSU~ATED
CLEARANCE FROM TOP OF STORAGE TO CEILING.
FT. IN.
. HORIZONTAL BARRIERS PROVIDED
, .
I' ,
fR.\oA.. LA~ Sn\~ BAt-J1C:.. NO:
I I Ill. I I I 1 /'1111111.'1'1111"'11'1'11'1 "I' , 1 I III II I' I 1 " I I ",1
120 ;;;;;t I I I I I I I , 1 I .
115~ I' I , / I I I I I ' I I' I /'
1 1 0 ~ I I I I I I I I I I I I I I I ; '.' __.:,:~-'C'~c
1 05 ~ I I I I I / I I I I I I ' I "/ / I I I
1 oo~ I ,I I , I I I I I I I I ~ I I I , , ,
95]' I I , I I I I I I I I I , I I I ,
. 90 3 I . I I , I I.. I I I C:ITY I ~~PPJ'r': I ~p ':. I ,-, ,. I I I I
85~ III /,/ / "/ ,vr I,. / / I Rf~ I ",,~ I / 1 I /
80 ~ I I I I I I. ~ I I I I I I e:s.PM ~ I J 2.S 0 I I I I , '
~ "I I !/1 I I I I I I I I I I I I ,
~ 70 75~ II I V/ I I I I I / I I I I I I I I
:: 6- , I _ I I I I I I I
~ .60 -' ~ I I I / I I I I I I I I I I I r I i
~ ~ II I I I I I I I I I I I I I I I I ,
Cl. 50~5 ~ I I I I I I I I I I I I I I I I I .' I i
45~ II I / I I I I I I I I I , I I I I I I
40 ~ I-W-l-J - LLJ..-. . f I I I I . I I I I I
~ ,1\ I I ~ ~ I I I I i I f ~
35tt1li I '1 i 100 6-P HCS I' I I ~
302~~ II ~ I I I I I I I I I I I I I I !
.20 ,~II / l't : ' I SPl2.'/NI::.L6!-12. "t)~MAN1f>: ~S6 o~1 ~Ic;-E~I I I I I
15~ 11 , I I I I I I I I I I / I I I
10~A" I I I I l I I I Zg~l.o3 IGr-PM I A-r- I 3~.2,1 Psr I I 1 Scale 'Used_.L~
5~ I I I I ,I ' I I I I I I I I . I I I I ~
, 0 -... ~,11 I -'" I" " , , , I" II' I , " I I I, I I I I, 1 I I I f I f I I I , I I I, I f I I, III f 11111"1111111 , t II II I III I, , I f I , I ! , t ;-. ! I , If' f I , I f I f I I I , J I I I I N 1.85 '
100 200 300 . 400 500 600 700 800 900 J 000 Scale A
200 400 600 800 " 1000 - 1200' J 400 1600 I 800 2000 Scale B
400 80-0 1200 1600 2000 2400 2800 3200 3600 4000 Scc:lc C
) 1
Form No. 3016
FLOW - GPNi
(""';
.....
PRIOR LA~\E STATE BAN~\
OUTLET TABLE ---
OUTLET # ~\-FACTOR PRESSURE FLOW ELEV. (LBS.)
1 5.600 9.555 17.31 8.68
2 5.600 10.487 18.13 8.68
3 5.600 11.412 18.92 8.68
4 5.600 13.973 20.93 8.68
5 5.600 15. 128 21.78 8.68
6 5.600 15.319 21.92 0.68
~ 5.600 7.004 14.82 3.47
8 5.600 7.995 15.83 3.47
9 5.600 8.820 16.63 3.47
10 5.600 10.396 18.06 3.47
11 5.600 10.450 18.10 3.47
12 5.600 7.329 15.16 3.47
13 5.600 8.363 16.19 3.47
14 5.600 9.222 17.01 3.47
,15 5.600 10.865 18.46 3.47
16 5.600 11.233 18.77 3.47
0:..0
17,,?> I
0J(0
, 1,'5,4S
o
(0
54.. ?C:.
[ '01 .0> @ (<:) G (7) , @ 10~
,
'2..0 . Cj J 4'2.71 '=>4-.Co1 IOL "",,00
8 ,7..0.~?,
(i)
G) ~ 0L@ W G) fi0 @ J &; Ill" (i;),,@
, 14. it. 5 ,
10_(,l" 41.,~ fa S. 1 ~ 1&, fo
\
@ j 3.4~
@ , (is) @ ~ @ '( 0> @ (i8) 'oS ~ @
, ,
IS,I(" :!./.'lS 4 'i.)(" c.". 8 '2 1'l.'7I
€ '1.".1.01
,@J
10(, -
'1.".1.01
J,
@ 1I",.OCl
'07
I..
@ '1.8V,03
(YJ ....
'o~ 10 'i
'2.~8. 0'3
n
@j1'il'A,01
--
--
---
---
---
PRIOR LA~~E STATE BAN~~
--- LEG TAE,LE ---
FRICTION FRICTION VELOCITY
LEG ,NO. DIAMETER LENGTH FLOW GPM C LOSS/FOOT LOSS/TOTAL FEET/SECOND
1 1.1l2l4 12.l2ll2l 17.31 12l2l .l2l777 .932 5.8
'2 1.452 12.l2ll2l 35.45 12l2l .l2l77l2l .925 6.9
3 1 . 452 24.l2ll2l 54.36 12l2l . 1 7l2ll2l 4.079 1l2l.5
4 ,.. 1.104 10.00 20.93 120 .1104 1.104 7.0
51' 2.154 12.l2ll2l 2l2l.93 12l2l .l2l043 .l2l51 1.8
6 2. 154 12.00 42.71 120 .0159 . 191 3.8
7 2.154 5.0l2l 64.63 12l2l .l2l343 .172 5.7
8. 2.154 50.lZl0 119.l2ll2l 12l2l .1l2l61 5.3l2l5 1l2l.5
9 '2.154 12.l2ll2l 119.l2l0 12l2l .1l2l61 1 . 273 1l2l.5
10 1.104 17.l2ll2l 14.82 120 .0583 .991 5.l2l
11 1.452 14.l2ll2l 3l2l.66 12l2l .l2l589 .825 5.9
12 1 . 452 12.l2l121 47.29 12l2l .1313 1. 576 9 .-,
...::.
13 1.452 8.121121 65.34 12121 ' . 2389 1. 911 12.7
14 1.11214 22.1210 18.1l2l 12l2l .121844 1 . 856 6.1
15 1.1l2l4 17.121121 15.16 12121 .0608 ~ . 12133 5. 1
16 1.452 14.l2l121 31.35 12l2l .121614 .860 6.1
17 1.452 12.121121 48.36 12121 . 1369 1 . 643 9.4
18 1.452 8.0121 66.82 12121 .249121 1 . 992 12.9
I 19 1.104 18.1210 18.77 120 .091212 1 . 624 6.3
2121 2.154 10.0121 83.44 12121 .12155121 .550 7.3
21 2.154 28.00 169.l2l3 120 .2l2l31 5.687 14.9
22 2.154 43.121121 169.03 120 .212131 8.733 14.9
23 2.635 35.0121 288.1213 12l2l .2l2l38 7.134 16.9
24 ,4.26l2l 68.121121 288.l2l3 12121 .121196 1 . 336 6.5
25 6.121121121 16121.121121 388.1213 14121 .0048 .774 4.4
PRIOR LAKE STATE BANK
REFEREN<;:E
OUTLE;:T
~\=
LEG
1
5.60
1
ROUTE NO. 1 DESCRIPTION
Q-ADD DIA
LOSS/FT
Q-TOTAL C-FACT
17.31
17.31
T PIPE
E FITTS
LT TOTAL
1.104
.078
120
12.0
PT
PE
PF
9.55
0.00
.93
OUTLET
PE
PO NOTES
---------------------------------------------------------------
0.00
9.55
---------------------____M______________________________________
OUTLET 2 18.13
K= 5.60
LEG 2 35.45
1 . 452
.077
120
12.0
10.49
0.00
.92
----------------------------------------------------------------
0.00
10.49
OUTLET 3 18.92 1.452 6 15.0 11. 41
~\= 5.60 .170 ,. ~. Cl 0.00 0.00
LEG 3 54.36 120 24.0 4.08 11. 41
---------------------------------------------------------------
REF 102 64.63 2.154 t, ~S, 0 15.49
.106 r 15, () 5.21 I~ ' cc.,E:'V
LEG 8 119.00 120 50.0 5.30
---------------------------------------------------------------
REF 103
I
LEG 9
0.0121
119.00
2.154
.106
120
12.0
26.00
0.00
1.27
REF 107
---------------------------------------------------------------
LEG 23
169.03
288.03
2.635 e
.204 r
120
1"7,0
l'if.a
35.0
27.28
0.00
7.13
REF 108
---------------------------------------------------------------
LEG 24
0.00
288.03
4.260
.020
120
'$15' IZ.O
"c,,\.I SIo.O
lKIj 68.0
34.41
3.47
1. 34
~ I G U;;'v
REF 109
---------------------------------------------------------------
fOO (,..PM H..o~ 6-
~EG 25
100.00
388.03
6.000
.005
140
c:
T
&\J
100,0
<"O,a
160.0
39.22
0.00
.77
---------------------------------------------------------------
AT C / TV Co/J}J CCT1CN
39.99
PRIOR LAKE STATE BANK
ROUTE NO. 2 DESCRIPTION
REFERENCE
Q-AOO OIA
LOSS/FT
Q-TOTAL C-FACT
T PIPE
E FITTS
LT TOTAL
PT
PE
PF
OUTLET
PE
PO NOTES
---------------------------------------------------------------
OUTLET
~\=
LEG
4
5.60
4
20.93
1.104
.110
120
c
5.C
7,0
10.0
13.97
0.f210
1. 1 f2l
f21.f210
13.97
T
20. cJ3
---------------------------------------------------------------
REF
101
0.00
2. 154
.004
120
12.l2l
15.08
0.00
. 05
LEG
c-
::>
2l2l.93
---------------------------------------------------------------
OUTLET
~\=
LEG
5
5.60
6
21.78
2.154
.016
120
12.0
15.13
0.00
.19
0.00
15.13
42.71
---------------------------------------------------------------
I OUTLET 6 21.92 2.154 15.32
K= 5.60 .034 f21.00 0.00
LEG 7 64.63 120 5.0 .17 15.32
---~-----------------------------------------------------------
REF 102 15.49
PRIOR LAKE STATE BANK
ROUTE NO. 3 DESCRIPTION
REFERENCE
(i-ADD DIA
LOSS/FT
Q-TOTAL C-FACT
T PIPE
E FITTS
LT TOTAL
PT
PE
PF
OUTLET
PE
PO NOTES
14.82
---------------------------------------------------------------
OUTLET
~"\=
LEG
7
5.60
10
14.82
--------------------------____M_________________________________
0.00
7.00
OUTL,ET
~\='
LEG
8
5.60
11
15.83
30.66
---------------------------------------------------------------
0.00
8.00
OUTLET 9 16.63
~\= 5. 60
LEG 12 47.29
1.104
.058
120
e
, s. a
Z.o
17.0
7.00
0.00
.99
8.00
0.00
.82
8.82
0.00
1.58
0.00
---------------------------------------------------------------
8.82
OUTLET 10 18.06
K= 5.60
LEG 13 65.34
1.4.52
.059
120
14.0
10.40
0.00
1. 91
REF 104
18.10
---------------------------------------------------------------
0.00
10.401
LEG 20
83.44
----------------------------------------------------------~----
1.452
. 131
120
12.0
12.31
0.00
.55
REF 105 85.59 2.154 I I~. 0 12.86
.203 10.0 0.00
LEG 21 169.03 120 28.0 5.69
---------------------------------------------------------------
I
REF 106 0.00 2.154 C 't.~. D 18.54
.203 T 15.0 0.00
LEG 22 169.03 120 43.0 8.73
1.452
.239
120
T
'2.,0
(,. 0
8.0
REF 107
---------------------------------------------------------------
2.154
.055
120
10.0
27..28
PRIOR LAKE STATE BANK
ROUTE NO. 4 DESCRIPTION
Q-ADD DIA
REFERENCE' LOSS/FT
Q-TOTAL C-FACT
T PIPE
E FITTS
LT TOTAL
PT
PE
PF
OUTLET
PE
PO NOTES
---------------------------------------------------------------
OUTLET 11 18.10
K= 5.60
LEG 14 18.10
1 . 104 s&
.084 T
120
11,0
11,0
10.45
0.00
1. 86
0.00
10.45
22.0
------1-----------------------------------------------_________
REF 104 12.31
PR10R LAKE STATE BANK
ROUTE NO. 5 DESCRIPTION
REFERENCE
Q-ADD DIA
LOSS/FT
(i-TOTAL C-FACT
T PIPE
E FITTS
LT TOTAL
PT
PE
PF
OUTLET
PE
PO NOTES
---------------------------------------------------------------
OUTLET 1''') 15.16 1.104 e IS.O 7.33
..:..
.(= 5.60 .061 2.0 0.00 0.00
LEG 15 15.16 120 17.0 1.03 7.33
---------------------------------------------------------------
OUTLET 13 16.19 1. 452 8.36
~(= 5.60 .061 0.00 0.001
LEG 16 31.35 120 14.0 .86 8.36
---------------------------------------------------------------
1 .452
.137
120
9.22
OUTLET 14 17.01
: .(= 5. 60
LEG 17 48.36
12.0
0.00
1. 64
0.00
--------------------~-------------------------------------------
9.22
OUTLET 15 18.46
.(= 5. 60
LEG 18, 66.82
1.452
.249
120
'2.. a
~,o
8.0
10.86
0.00
1.99
0.00
10.86
---------------------------------------------------------------
REF 105
12.86
,
PRIOR L~KE STATE BANK
ROUTE NO. 6 DESCRIPTION
REFERENCE
Q-ADD DIA
LOSS/FT
Q-TOTAL C-FACT
T PIPE
E FITTS
LT TOTAL
PT
PE
PF
OUTLET
PE
PO NOTES
---------------------------------------------------------------
OUTLET 16 18.77
~\= 5. 6l2l
LEG 19 18.77
1.104
.l2l90
120
2.6
T
C?C)
~.o
18.0
11 . 23
l2l.l2ll2l
1. 62
REF 1l2l5
---------------------------------------------------------------
l2l.l2ll2l
11 . 23
12.86
.....
HYDRAULIC DESIGN INFORMATION SHEET
p~, 0 r2.. LP. "'E- S~ \Co
'lob; '1 1)t..t LU.1J.l
NAME
LOCATION.
BUILDING
CONTRACTOR
CALCULATED BY
CONSTRUCTION:
OCCUPANCY
z
~
CI)
UJ
o
::;;
w
, ...
CI)
>-
0)
"'&At-lK...
AvE.
DATE. .;l.- I ~ - ~~
fP-r o A-. LA ~6
SYSTEM ,NO.'
CONTRACT NO,
DRAWING NO,
CEIUING HEIGHT
FT,
S, G.
SH le-Lb f='1R.€ P~C~~i1~N
I1-I-cMAs r: I4A\lt-'S
'. 0 COMBUSTIBLE 0 NON-COMBUSTIBLE
~ NFPA 13:
o NFPA 23.1 '
o OTHER (Spec Ify)
o SPECIFIC RULING
~. L T, HAZ,
o NFPA 231C:
ORD. HAZ. GP.
F IGU RF
[]1 ,[]2 []3
CURVF
o EX, HAZ,
. MI\DE BY
DATE
AREA OF SPRINKLER OPERATION
DENSITY
AREA PER SPRINKLER
HOSE ALLOWANCE GPM: INSIDE
HOSE ALLOWANCE GPM: OUTSIDE
RACK SPRINKLER ALLOWANCE
I 5 C!H'\
.J.o
--111.A'Ii 't. '2...5\
SYSTEM TYeE.
Jg, WET 0 DRY 0 DELUGE 0 PRE-ACTION
SPRINKLER OR I\lOZZLE:: , "
MAKE= C.~'rRAr... M-ODEi GIRo. (~l.\I<:Jc: ,(~.o)
SIZE' Y''l-- K-FACTOR __~~~.
TEMPERATURE RATING UL~_
loa
,CALCULATION' GPM REQUIRED 22 r. 0 '3
SUMMARY "C" FACTOR USED:
PSI REQUIRED 3~. '2..'2.,
OVERHEAD 1'2.0
AT BASE OF RISER,..
UNDERGROUND I 4 ()
>-
J
n.
n.,
:J
CI)
a:
w
t-.
~
WATER FLOW TEU
DA TE & TIME
STATIC PSI
RESIDUAL PSI
GPM FLOWING
ELEV AnON
GPM
PUMP DATA '
RATED CAPACITY
AT PSI
ELEVATION
lANI< OR RESERVOla
CAPACITY
ELEVATION
lo1
~'
,~
WELL
PROOF FLOW
LOCATION
SOURCE OF INFORMATION
Sl~
PILIOIL . LAi:..e
w
o
~
0:
O.
l-
f/)
>-
t-
a
o
::E
::E
o
O.
COMMODITY
STORAGE HEIGHT
STORAGE METHOD~ SOLID PILED
,%
. . CLASS
,AREA
% PALLETIZEfl
LOCATION
AISLE WIDTH.
% ,RACK
o SINGLE ROW 0 ,CONVENTIONAL PALLET
'0 DOUBLE ROW 0 S!;.AVE PALLET
. . ,[] MULTIPLE ROW
~
o
~ FLUE SPACING IN INCI'IES
LONGITUDINAL ' TRANSVERSE
o AUTOMATIC STORAGE 0 ENCAPSULATED
o SOLID SHELVING 0 NON-
[] OPEN ENCAPSU~ATED
CLEARANCE FROM TOP OF STORAGE TO CEILING,
FT. IN,
, HORIZONTAL BARRIERS PROVIDED
. I
\. .
....-
f>fl\O A.. LA~ ST'J\IE- BAIoJ ~ NO:
I I II. I I 1 1 .1'1111111'1'11111111.1"" I'11'I' 111111 II I' IIII 1'.'.'.1
120 ;;;J I I , I , , I I 1 I '
115~ "I I , I I I I I 'I ,,' "
1 1 0 ~ I I I I I I I I 1 I I I I I I ' ' __~:_:
105 ~ I I I , I I 1 I I I I II 'I I I I I
100 ~ II I I I I I I I I 1 1-' I I I 1 I 1 I
95~ I I , I 1 I I I I I I I I I I J I I I
- 90 3 I I I I I I L- I I I ~'TY 1 ~u.PPJl( : I ~p ~ I <0, 1- I 1 I I
85 ~ II I 1.1 I , ,L---r I' , 'I I R f ~ I (.~ I I I I I
80, ~ II I I I I ~ I I I I I IGzPM~ 1/4s0 I I I I I'
~ III I l/f I I I I I I I I I I I I 1
~ 7075 ~ II I .VI I I I I I I I I I I I I I I
:: 6- I I I I I I I I
~ . 60 ~.~ I I I I I I I I I I I I I I I I I I i
~ ~ II I I I I 1 I I I I I I I I I I I I
Cl. 5055 ~ I I I I I I I I I I I I I I I I I I I ~
45~ II I I , I I I I I I I I I I I I 3
~ II I ',\, L I I I I I '/ I I I 3
40 .~. II I II \ I I I I I I I I I g
35 ~ II f I I ',,- ; 1001 GoP"1 HCS~ I I I I' I I I ~
30 25~ I I ~ I I I I I I I , I I I I I !
. 20 ,~II / '1 I I Sf'~IIN ~~~ "b~MAN1I>: ~se a~1 R.l~-ER. I I I I
15~ 11 J I' I I I I I I ~
'JO~A' I I I I I ,28~I.o3 I~M I A-r- I 3~."2., Psr I I Scale, Used_..L~
5 .~ I II I I I I I I - I r I I ~
- . 0 --- ~, ,I, 11,,1 f " f I ! " , I ! I II , II I I I, I I. I I' I I I f I f I ! I I 1 I I, I I 1 1"1111111111 , II , II ! III " I , " I, r II ~ I ~ ~ ' ! I I ~ I I I I I ! I, I r I I I , , , J I I , I N 1.85
100 200 300 ' 400 500 600 700 800 900 1000 Scale A
200 400 600 800 1000 1200 ' ] 400 1600 J 800 2000 Scale B
400 800 1200 1600 2000 2400 2800 3200 3600 4000 y.ale C
)1
Form No. 3016
FLOW - GPM
-....:...:.:-;-
, I
/"',
~~...
"'III
PRIOR LA~~E STATE BAM~
OUTLET TABLE ---
OUTLET # ~~-FACTOR PRESSURE FLOW ELEV. ( LBS. )
1 5.600 9.555 17.31 8.68
2 5.600 10.487 18.13 8.68
3 5.600 11.412 18.92 8.68
4 5.600 13.973 20.93 8.68
5 5.600 15. 128 21.78 8.68
6 5.600 15.319 21.92 8.68
7 5.600 7.004 14.82 3.47
8 5.600 7.995 15.83 3.47
9 5.600 8.820 16.63 3.47
10 5.600 10.396 18.06 3.47
11! 5.600 10.450 18.10 3.47
1'-' 5.600 7.329 15.16 3.47
.'
~
13 5.600 8.363 16.19 3.47
14 5.600 9 .-;..") .-, 17.01 3.47
...:....:...:..
15 5.600 10.865 18.46 3.47
16 5.600 11. 233 18.77 3.47
0.(0
17;~ ,
0~~
~ 1>5',4S
CD
;,
(0
54. ?(,
['0' . (S) @ (b) @ (7) (8) 103
~ . '-,", ....
42.7/ '=>4-,(,) lo'l.. "".00
4 'l.O."l3
1-
I
G) ~ 0L@ 0) G) - @ @ ~, 0> 10,\ (i1)~@
'c\-, '6 'L 8 ,
!.o_~c. 41."l..~ (,5. "!.'" la, f i) 1\
\ G) ,,~,oo
@ 1l3.4~
@ , (is) @ ~ @ t 0> @ \ (i8) IDS 0> @
,
IS,/e" ~'. 1.. 4 i..31o bb.8'2 / i."
€ '1.".01
.~ '''7
10\" ....
'''''.0'1
, ,
@ 'LU.o3
~ ~
'O~ IO~
'V'8 . 0'3
"
@11~\'O1
----
--
---
---
r-----
PRIOR LA~~E STATE BAW~
--- LEG TABLE ---
FRICTION FRICTION VELOCITY
LEG NO. DIAMETER LENGTH FLOW GPM C LOSS/FOOT LOSS/TOTAL FEET/SECOND
1 1.104 12.00 17.31 120 .0777 .932 5.8
:2 1. 452 12.00 35.45 120 .077121 .925 6.9
3 1.452 24.00 54.36 120 .1700 4.079 10.5
4 1.104 10.1210 20.93 120 .1104 1.104 7.0
5, 2.154 12.00 2121.93 120 .012143 .12151 1.8
6 2.154 1:2.00 42.71 120 .0159 .191 3.8
7 2.154 5.0121 64.63 12121 .0343 .172 5.7
8. 2.154 50.00 119.00 120 .1061 5.305 10.5
9 '2.154 12.00 11 9 . 00 120 .1061 1 . 273 10.5
' 10 1.104 17.00 14.82 12121 .121583 .991 5.0
11 1.452 14.00 3121.66 120 . 0589 i: ~~~ 5.9
12 1.452 12.1210 47.29 120 .1313 9.2
13 1.452 8.00 65.34 120 ' . 2389 1.911 12.7
14 1.104 22.00 18.10 12121 .0844 1 . 856 6. 1
15 1.104 17.1210 15. 16 12121 .0608 1.033 5. 1
16 1.452 14.00 31 . 35 120 .0614 .860 6.1
17 1.452 12.121121 48.36 120 .1369 1 . 643 9.4
18 1.452 8.00 66.82 12121 .2490 1 . 992 12.9
19 1.104 18.00 18.77 12121 .091212 1 . 624 6.3
20 2.154 10.00 83.44 120 .0550 .550 7.3
21 '2.154 28.00 169.03 120 .2031 5.687 14.9
22 2.154 43.00 169.03 120 .2031 8.733 14.9
23 2.635 35.00 288.03 12121 .2038 7.134 16.9
24 4.260 68.00 288.03 120 .0196 1 . 336 6.5
25 6.000 16121.0121 388.1213 14121 .012148 .774 4.4
PRIOR LAKE STATE BANK
REFERENCE
OUTLET
~(=
LEG
1
5.60
1
ROUTE NO. 1 DESCRIPTION
Q-ADD DIA
LOSS/FT
Q-TOTAL C-FACT
17.31
17.31
T PIPE
E FITTS
LT TOTAL
1.104
.078
120
12.0
PT
PE
PF
9.55
0.00
.93
OUTLET
PE
PO NOTES
'-J
..:..
------------------.---------------------------------------------
0.00
9.55
---------------------------------------------------------------
OUTLET
~(=
LEG
5.60
~,
..::.
---------------------------------------------------------------
0.00
10.49
OUTLET
K=
LEG
3
5.60
3
18.13
35.45
18.92
54.36
1 . 452
.077
12(2)
12.0
10.49
0.00
.92
11. 41
0.00
4.08
---------------------------------------------------------------
0.00
11. 41
REF 102
LEd 8
64.63
119.00
1.452
6
;-
/5.0
~, Cl
24.0
15.49
5.21
5.30
REF 103
---------------------------------------------------------------
I,,' cc..E:-J
LEG 9
(2).00
11 9. 00
.170
120
2. 154 C
. 106 r
120
sS, Q
IS, D
50.0
26.0(2)
0.00
1.27
---------------------------------------------------------------
2.154
.106
120
12.0
REF 107 169.03 2.635 e Jr, 0 27.28
. 204 r I ~ . 0 0. 00
LEG 23 288.03 120 35.0 7.13
--------------------------------------------------------r------
REF 108 0.00 4.260 se I~,O 34.41
. 020 '2..61.J S b ,0 3. 47 l{ I GU:\J
LEG 24 288.03 120 "Dc. V 68.0 1. 34
-~-------------------------------------------------------------
REF 109 100. 00 6. 000 G I 0 0 , 0 39. 22 (00 c,..PM If<><l c:-
. 005 r <00 . Q 0. 00
LEG 25 388.(2)3 140 &~ 160.0 .77
---------------------------------------------------------------
39.99
AI CITy CD tJ JJ Gc:.. 110 N
PRIOR LAKE STATE BANK
ROUTE NO. 2 DESCRIPTION
Q-ADD DIA T PIPE PT OUTLET
REFERENCE LOSS/FT E FITTS PE PE
Q-TOTAL C-FACT LT TOTAL PF PO NOTES
-------T-------------------------------------__________________
OUTLET 4 20.93 1.104 C 3,0 13.97
~-(= 5 . 612l . 1112l T 1 , a 12l. 1210 12l. I2lI2l
LEG 4 20.93 1212l 112l.0 1.112l 13.97
---------------------------------------------------------------
REF 101
0.00
2.154
.12l04
120
12.0
15.08
12l.12l12l
. 05
LEG 5
20.93
---------------------------------------------------------------
OUTLET
~-(=
LEG
5
5.612l
6
21 . 78
42.71
2. 154
.016
120
12.0
15.13
0.12l0
. 19
0.00
15.13
----~------_._--------------------------------------------------
OUTLET
~-(=
LEG
6
5.612l
7
21 . 92
64.63
2.154
.12l34
120
5.12l
15.32
12l.12l12l
.17
12l.12l12l
15.32
--~------------------------------------------------------------
REF 11212
15.49
PRIdR LM"\E STATE :BAN~"\
ROUTE NO. 5 DESCRIPTION
Q-AOO OIA T PIPE PT OUTLET
REFERENCE LOSS/FT E FITTS PE PE
Q-TOTAL C-FACT LT TOTAL PF PO NOTES
---------------------------------------------------------------
OUTLET 12 15.16
~"\= 5 . 60
LEG 15 15.16
1.104
.061
120
c
15.0
2..0
17.0
7.33
0.00
1. 03
0.001
7.33
---------------------------------------------------------------
OUTLET 13 16.19
I ~"\= 5 . 60
LEG 16 31.35
1.452
.061
120
14.0
8.36
0.00
.86
0.00
8.36
---------------------------------------------------------------
OUTLET 14 17.01 1.452 9 .-...-,
."4
~"\= 5.60 .137 0.00 0.00
LEG 17 48.36 120 12.0 1. 64 9 '-r-,
. ..:;...:..
---------------------------------------------------------------
OUTLET 15 18.46 1.452 '2.. a 10.86
~(= 5.60 .249 b,O 0.00 0.00
LEG 18 66.82 120 8.0 1.99 10.86
---------------------------------------------------------------
REF 105
I
12.86
PRIOR LAKE STATE BANK
ROUTE NO. 6 DESCRIPTION
REFERENCE
Q-ADD DIA
LOSS/FT
Q-TOTAL C-FACT
T PIPE
E FITTS
LT TOTAL
PT
PE
PF
OUTLET
PE
PO NOTES
---------------------------------------------------------------
OUTLET 16 18.77
~\= . 5. 6121
LEG 19 18.77
1.104
.09121
12121
1..e
T
'1.0
'7.0
18.0
11 . 23
121.121121
1. 62
121.121121
11 . 23
REF 11215
---------------------------------------------------------------
12.86
HYDRAULIC DESIGN INFORMATION SHEET
P~l 01'2.. LA \l;.~ CS;"'n<\"tI5=-
\ 6 b" ., l)L( LU. "rJ.I
NAMF
LOCATION'
BUILDING
CONTRACTOR
CALCULATED BY
CONSTRUCTION:
OCCUPANCY
, z
~
u.J
UJ
a
::i:
w
...
en
>-
Cl')
~AtJJ<:.
AvE:.
DATE .:l.- I ~ - ~~
('(2..1 0 It... L...A i~e;
SYSTEM.NO'
CONTRACT NO,
DRAWING NO,
CEILING HEIGHT
FT.
S.€-.
SH I (;c..b ~IR.€ P~c"1'"E=-c.'T1 ON
Tf-I.cMAS r= I4AYE-S
". 0 COMBUSTIBLE 0 NON-COMBUSTIBLE
~ NFPA, 13: '
o NFPA 23.1 '
o OTHER (Specify)
o SPECIFIC RULING
~ LT, HAZ,
o NFPA 231C:
ORD. HAZ, GP, 0 1 ,0 2 0 3
FIGURE CURVF
o EX, HAZ.
. M.^.DE BY
DATE
AREA OF SPRINKLER OPERATION
DENSITY
AREA! PER SPRINKLER
HOSE ALLOWANCE GPM: INSIDE
HOSE ALLOWANCE GPM: OUTSIDE
RACK SPRINKLER ALLOWANCE
I So C!) t'I
Jo
Jl\;\A'll '1.:2. "
SYSTEM Typa
l2?1 WET 0 DRY 0 DELUGE 0 PRE-ACTION
SPRINKLER OR NOZZLE, "
MAKE C.E:1..l"TRAf.., MODEL G~..c~l.\I<:1c;. ~p:;:,o)
SIZE' Y'L.- K-FACTOR ___~~.
TEMPFRATURE RATING lh.S
loa
,CALCULATION' GPM REQUIRED 228'. 03
SUMMARY "C" FACTOR USED:
PSI REQUIRED 3~. '2-"2..,
OVERHEAD 1"Z.o
AT BASE OF RISER...
IJNDERGROUND I 4 t\
>-
..J
0.
0.,
::l
en '
a:
w
...,
<:
3:
WATER FLOW TEU
DA TE & TIME
STATIC PSI
RESIDUAL PSI
GPM FLOWING
ELEVATION
GPM
PUMP DATA .
RATED CAPACITY
AT PSI
ELEVATION
TANK OR RESERV01B.
CAPACITY
ELEVATION
l,..1
~'
1 '2.. s..o
WELL,
PROOF FLOW
LOCATION
SOURCE OF INFORMATION
Sl~
P /l..l 0 (L LA 6:.e
w
C)
-<
II:
0,
...
en
>-
...
o
o
::E
::E
o
(,).
I
COMMODITY
STORAGE HEIGHT
STORAGE METHOD~ SOLID PILED
,%
. ,CLASS
,AREA
% PALLETlZED
. LOCATION
AISLE WIDTH'
% . RACK
o SINGLE ROW 0 ,CONVENTIONAL PALLET
'0 DOUBLE ROW 0 S~AVE PALLET
. . '0 MULTIPLE ROW
~
(,)
-< FLUE SPACING IN INCHES
II: LONGITUDINAL ' TRANSVERSE
o AUTOMATIC STORAGE 0 ENCAPSULATED
o SOLID SHELVING 0 NON-
[] OPEN ENCAPSU~ATED
CLEARANCE FROM TOP OF STORAGE TO CEILING.
1FT. IN.
. HORIZONTAL BARRIERS PROVIDED
I' ,
11
CONTRACT NAME: n..\O~ LA~ 'STJ\IE- 8AtJ~
~I I I TITT IIII IIII II I I I I I I I I IT I I I I r1 1 I
120 ~
11:~
110
105
100
9;
90 .
853
80. ~
75 ~
Vl ,
0... 70 3-
_-I
UJ 6)-
~ ~
~ .60 ~
~ _3
-v r..J-J
ct ..J S
50. ~
45~
40, ~
35~
30 ~
25~ /
,20 - ~ ;'
15~ '
,10 -g'
5!~
:;J, ,
0- 100
200
400
Form No. 3016
~-
/'
/
'f;--
-
r---,
I
J
,~
~-----
'-~ 100
...........--
c:. ITV
I I I 1
'S~PPt. V :
NO: IIIIIII11 IIIIIIIIT 111I1III1
II I I 111111111 111111111
~po:::.
R.fo:.
GoPM -::
(yp~, f..4oS E-
SPja.1 N ~LE-12.. 1:> EtMAN1) :
, 111'1111 III! II II IIII
, ,
200 300 ' 400
400 600 BOO
800 1200 1600
"1' "1 I
500
1000
2000
Z8~ .03
~M
, I II I II I
600
1200 '
2400
~s6 oF- R..I~-E~
c..,
'-:!>
12.50
'"1
A-r-
34:),'2:, Psr
Scale
::{
=;
-Il
-
-f
;
Used_A-~
~
I I I' I , , II IIII !, 1111 III II I I , I 'II " I , ~ I I , '.. ! . ~ I I I I I 'f I I r I I I I I , .. I , , , N 1.85
700 800 900 1000 Scale A
1400 1600 1 800 2000 Sc~e E
2800 3200 3600 4000 Sc;;le C
FLOVV - GPM
""I
I
PRIOR LM\E STATE BANh
OUTLET TABLE ---
OUTLET # .~-FACTOR PRESSURE FLOW ELEV. (LBS.)
1 5.600 9.555 17.31 8.68
.-, 5.600 10.487 18.13 8.68
..:..
3 5.600 11.412 18.92 8.68
4 5.600 13.973 20.93 8.68
5 5.600 15. 128 21.78 8.68
6 5 . 612HZI 15.319 21.92 8.68
7. 5.600 7.1211214 1 i+. 82 3.47
8 5. 6 III III 7.995 15.83 3.47
9 5. 6 III III 8. 82 III 16.63 3.47
1 III 5. 6 III III 1 Ill. 396 18. III 6 3.47
11 5.600 10.450 18.10 3.47
12 5.600 7.329 15.16 3.47
13 5.600 8.363 16.19 3.47
14 5. 6 III III 9 .-, '-r-' 17. III 1 3.47
...::...:....::.
1~ 5.601l1 11l1.865 18.46 3.47
16 5.600 11. 233 18.77 3.47
o =-(0
17, '?> I
0~(0
, 'b~. 4-5
CD
i:
0>
54, ~b
[/0' ~ (5) @ (<:) @ (i) (8) 103
~ ,"0] 4'2.7/ '=>4-.'-1 lo"l. II~. 0 ()
4 "2.D.~"3
4-
IG) ~ ~ @ @ G) < 0) @ ., (r>> I(),\ 0>)@
<
14. it 10."1. 41.'2.~ "S.l" lIS, I Q I,
, G) II~. 00
@U....~
@ .! @ @ @ @ ., 0) @ \ (i8) 'OS R; @
-
/5./" :!.'. 1.<; 4 'i.3(" "".8'2 , i., '7
€ l(.~.oi
,@J 107
101, -
11o~.ol
I,
@ '"L8W.o3
10") (i:V '!
(.. 'as . 0'3 10 'i
"
@\ ~'ll\,o1
----
--
--
--
---
i PRIOR LA~'\E STATE :BAN~\
--- LEG TA:BLE ---
FRICTION FRICTION VELOCITY
LEG NO. DIAMETER LENGTH FLOW GPM C LOSS/FOOT LOSS/TOTAL FEET/SECOND
1 1.11214 12.1210 17.31 12121 .121777 .932 5.8
2 1.452 12.00 35.45 120 .0770 .925 6.9
3 1.452 24.1210 54.36 12121 . 1 71210 4.079 1121.5
4 -, 1. 104 10.00 20.93 120 .1104 1.104 7.0
5, 2.154 12.00 20.93 120 .0043 .051 1.8
6 2. 154 12.00 42.71 120 .0159 .191 3.8
7 2.154 5.121121 64.63 12121 .0343 I . 172 5.7
8. 2. 154 5121.1210 119.00 120 .1061 5.305 10.5
9 '2.154 12.00 11 9 . 00 120 .1061 1 . 273 10.5
10 1.104 17.00 14.82 120 .0583 .991 5.0
11 1.452 14.00 30.66 120 .0589 .825 5.9
1.... 1 . 452 12.00 47.29 120 .1313 1. 576 9 '-1
~ ...:;.
13 1.452 8.00 65.34 120 ' . 2389 1. 911 12.7
14 1.104 22.00 18.10 120 .0844 1.856 6.1
15 1.104 17.00 15.16 120 .0608 1 . 033 5. 1
16 1.452 14.00 31.35 120 .0614 .860 6.1
17 I 1. 452 12.00 48.36 120 . 1369 1 . 643 9.4
18 1.452 8.00 66.82 120 .2490 1 . 992 12.9
19 1.104 18.0121 18.77 120 .0902 1 . 624 6.3
20 2. 154 10.00 83.44 120 .0550 .550 7.3
21 2.154 28.00 169.03 120 .2031 5.687 14.9
22 2.154 43.00 169.03 120 .2031 8.733 14.9
23 2.635 35.00 288.03 120 .2038 7. 134 16.9
24 4.260 68.00 288.03 120 .0196 1.336 6.5
25 6.000 160.00 388.03 140 .0048 .774 4.4
PRIOR LAKE STATE BANK
REFERENCE
ROUTE NO. 1 DESCRIPTION
Q-ADD DIA
LOSS/FT
Q-TOTAL C-FACT
T PIPE
E FITTS
LT TOTAL
PT
PE
PF
OUTLET
PE
PO NOTES
---------------------------------------------------------------
OUTLET
.<=
LEG
1
5.6121
1
17.31
17.31
1.11214
.078
120
12.0
9.55
121.121121
.93
121.121121
9.55
---------------------------------------------------------------
OUTLET
~<==
LEG
.-,
....
5.6121
2
18.13
35.45
1 . 452
.12177
120
12.121
10.49
121.121121
121.121121
1121.49
----------------------------------------------------------------
.92
OUTLET
K=
LEG
3
5.6121
3
18.92
54.36
1. 452
.17121
12121
6;
.,
15.0
'? C:l
24.121
11. 41
121.121121
4.1218
121.121121
11. 41
REF 11212
-------------------------------------.--------------------------
LEG 8
64.63
11 9. f21121
2. 154 (:,
. 11216 r
12121
'S'5,O
IS, D
5121.0
15.49
5.21
5.3121
I ~ ' cc.,cv
REF 103
---------------------------------------------------------------
LEG 9
12I.12I12l
11 9 . 121121
2.154
.11216
12121
12.121
26.1210
121.121121
1.27
-~~;--~;;---~~;~~;---;~~;;---~----~~:-----;;~;~---------T------
. 21214 r I 'ij' , 0 121. 121121
LEG 23 288.1213 12121 35.121 7.13
---------------------------------------------------------------
'REF 11218 121.1210 4.26121 -SE- 1'-.0 34.41
.1212121 L.-C:ru ':.1,,0 3.47 '8' GL6'V
LEG 24 288.1213 12121 "Dcv 68.121 1.34
---------------------------------------------------------------
REF 11219 1121121.121121 6.121121121 e 1(:)0.0 39.22 (00 (,.PM H-o~ E-
. 12I1215 r '=-a,O 12I.12I121
LEG 25 388.03 14121 &\J 16121.121 .77
---------------------------------------------------------------
39.99
Al C try CDN}JGc..ilON
PRIOR LAKE STATE BANK
REFERENCE
ROUTE NO. 2 DESCRIPTION
Q-ADD DIA
LOSS/FT
Q-TOTAL C-FACT
T PIPE
E FITTS
LT TOTAL
PT
PE
PF
OUTLET
PE
PO NOTES
---------------------------------------------------------------
OUTLET
~\=
LEG
4
5.60
4
20.93
20.93
1.104
.110
120
c
3.0
7,0
10.0
13.97
l2l.l2l0
1. 1 0
REF 101
---------------------------------------------------------------
l2l.l2ll2l
13.97
LEG 5
0.0(2)
20.93
2.154
.004
120
T
12.0
15.08
0.00
.05
---------------------------------------------------------------
OUTLET
~\=
LEG
5
5.60
6
21.78
42.71
2. 154
.l2l16
120
12.0
15.13
0.00
.19
---------------------------------------------------------------
0.00
15.13
OUTLET
~\=
LEG
6
5.60
7
21 . 9;~
64.63
2.154
.034
120
5.0
15.32
0.00
.17
REF 102
---------------------------------------------------------------
0.00
15.32
15.49
PRIOR LAKE STATE BANK
ROUTE NO. 3 DESCRIPTION
REFE!RENCE
Q-ADD DIA
LOSS/FT
Q-TOTAL C-FACT
T PIPE
E FITTS
LT TOTAL
PT
PE
PF
OUTLET
PE
PO NOTES
c
---------------------------------------------------------------
OUTLET
~<=
LEG
7
5.6121
1121
14.82
1.104
.058
120
IS. Q
Z.O
17.121
14.82
---------------------------------------------------------------
7.121121
0.121121
.99
121.121121
7.121121
OUTLET 8 15.83 1.452 8.1210
K= 5.60 .12159 121.0121 121.121121
LEG 11 30.66 120 14.0 .82 8.00
-----------------------------------------------------___1______
OUTLET 9 16.63 1.452 8.82
K= 5.60 .131 0.1210 0.1210
LEG 12 47.29 12121 12.121 1.58 8.82
T
-~-------------------------------------------------------------
OUTLET 1121 18.1216
~<= 5. 6121
LEG 13 65.34
1.452
.239
120
'2., a
~. C
8.121
10.4121
121.121121
1.91
121.121121
1121.4121
18.10
---------------------------------------------------------------
REF 11214,
2.154
.12155
120
1121.0
---------------------------------------------------------------
LEG 2121
83.44
12.31
121.121121
.55
REF 11215 85.59 2.154 I I~. 0 12.86
.21213 10.0 0.121121
LEG :f:l 169.03 120 28.121 5.69
---------------------------------------------------------------
REF 11216 121.00 2. 154 C 1..%. D 18.54
.21213 T 15.0 0.121121
LEG 22 169.03 12121 43.0 8.73
REF 11217
---------------------------------------------------------------
27.28
PRIOR LAKE STATE BANK
I
REFERENCE
ROUTE NO. 4 DESCRIPTION
Q-ADD DIA
LOSS/FT
Q-TOTAL C-FACT
T PIPE
E FITTS
LT TOTAL
PT
PE
PF
OUTLET
PE
PO NOTES
---------------------------------------------------------------
OUTLET 11 18.10
H:= 5. 60
LEG 14 18. 10
1 . 104 sc
.084 T
120
11,0
11,0
22.(2)
10.45
0.00
1.86
REF 104
---------------------------------------------------------------
0. 12HZ)
10.45
12.31
PRIOR LA."E STATE BAN."
ROUTE NO. 5 DESCRIPTION
Q-ADD DIA T PIPE PT OUTLET
REFERENCE LOSS/FT E FITTS PE PE I
Q-TOTAL C-FACT LT TOTAL PF PO NOTES
----------------------------------------------------------------
OUTLET 12 15.16
.,,= 5 . 60
LEG 15 15.16
e
7.33
0.00
1. 03
1.104
. 061
120
15.0
2,0
17.0
0.00
7.33
---------------------------------------------------------------
OUTLET 13 16.19
.,,= 5 . 60
LEG 16 31.35
1.452
.061
120
8.36
0.00
.86
0.00
8.36
14.0
---------~-----------------------------------------------------
OUTLET 14 17.01
~,,= 5 . 60
LEG 17 48.36
1. 452
.137
120
9.22
0.00
1.64
0.00
9.22
12.0
---------------------------------------------------------------
OUTLET 15 18.46
.,,= !5 . 60
LEG 18 66.82
1. 452
.249
120
'2.. a
~,o
8.0
10.86
0.00
1.99
0.00
10.86
REF 105
---------------------------------------------------------------
12.86
PRIOR LAKE STATE BANK
ROUTE NO. 6 DESCRIPTION
REFERENCE
Q-ADD DIA
LOSS/FT
Q-TOTAL C-FACT
T PIPE
E FITTS
LT TOTAL
PT
PE
PF
OUTLET
PE
PO NOTES
---------------------------------------------------------------
OUTLET 16 18.77
~"\= 5. 60
LEG 19 18.77
1.104
.090
120
2.€
T
~.G
9.0
18.0
11 . 23
0.00
1. 62
REF 105
I
---------------------------------------------------------------
0.00
11.23
12.86