HomeMy WebLinkAboutBuilding Permit 01-1531, Bldg 03-0278, Bldg 03-1059, S/W 02-1553, Plmbg 03-0126, S/W 03-0127
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C Y OF PRIOR LAKE BUILDING PI \fIT,
TEMPORARY CERTIFICATE OF ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
Date Rec' d
9'-/7-02-
I. White File I PERMIT NO
2 Pink City . /"1/_1.":;;. <J
J. Yellow Applicant . (../ _<--/-
J
1C-d<J/
tie. S.t=.
r-Ia,.. ~k
ZONING (office use)
G
LOT
LEGAL DESCRIPTION (office use only)
BLOCK
OWNER f3
(Name) ern;e
(Address) I ~ I
ADDITION
C!.d,../~017
M C{~.,
C,q r / Son J-Iardc....JQre (Phone)
() e . -S, E , P r ; 0 r 41< e..
BUILDER 11/1 L)
(Name) !.. v I "'Cho W'1! I ~ 10 lA; / cd er<:;. T Y\.e- .
(Contact Name) .8r;ern; e IVlCLA.oUJellc/ I
(Address) 7 J' , lU / ~o st:.
PID ZS -001- / (J7 -0
9s;J. - $L' ~ :; _ .;( 0( slo
(Phone) 9 S'.J. ~ l./. ~") _ dt ") i tf
(Phone)(!e.I/ t. /.2-3L9-S.3~
TYPE OF WORK
o Misc.
I hereby certifY that I h
authorized agent fo
submitted plans.
enter upon the
o New Construction
ODeck
OPorch
ORe-Roofing
ORe-Siding
OLower Level Finish
OAlteration
.;z tJ (J. d" 1'.
OUtiIity Connection
PROJECT COST IV ALUE (excluding land) $
o<3sf
Contractor's License No.
Park Support Fee
SAC 1
Water Meter Size 5/8"; I";
Pressure Reducer
Sewer/Water Connection Fee
Water Tower Fee
Builder's Deposit
Other
ecomes Your Building Permit When Approved
TOTAL DUE
o Fireplace
IXlAddition
?-2c;-Oc-
Date
'shed information on this application which is to the best of my knowledge true and correct. I also certifY that I am the owner or
ab ve- tioned property and that all construction will conform to all existing state and local laws and wiIl proceed in accordance with
m a e th t e building official can revoke this permit for just cause. Furthermore, I hereby agree that the city official or a designee may
I!, per eeded inspections.
II ()-7 O~
Date Special Conditions, if any
ur notice for all inspections (952) 447-9850, fax (952) 447-4245
#
#
Date
$
$
$
$
$ 200 .~
$ I~ t:?
$
$
$
x
Permit Valuation
Permit Fee
Plan Check Fee
State Surcharge
Penalty
Plumbing Permit Fee
Mechanical Permit Fee
Sewer & Water Permit Fee
Gas Fireplace Permit Fee
#
#
This is to certi/y 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.
CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec'd
TEMPORARY CERTIFICATE OF ZONING COMPLIANCE :3 - I \ ~ () 3
AND UTILITY CONNECTION PERMIT 1/
A~e 1'11/ ()Z-153/
I. White File I PERMIT NO I
2 Pink City . O.? .../jZ 7%
J. Yellow Applicant 'J (.. _
LEGAL DESCRIPTION (office use only)
LOT
BLOCK
ADDITION
(Phone) QC;1-- <t4'7 - '2-2-,-/0
~7~
b2- Hp,t4 >T~ I Pr<-I012.. Ur-€. I H "-f
~~~;~~R +1 ~~~j'::}1 F't~t~T:-tT'O ~
(Contact Name) -.:12 IE. ~~ \L t 4 4. tl~LJA L D ~y Gel\'-\M
(Address) ,LLO C
OWNER
(Name)
(Address)
ZONING (office use)
e,3
,/J
PID ,5~ 001-
(Phone)
(Phone)
I I
I I
TYPE OF WORK
o New Construction
DLower Level Finish
ODeck o Porch ORe-Roofing ORe-Siding
o Fireplace ){Addition DAlteration DUtility Connection
+ E::...,.\~~~ 1(1
PROJECT COST IV ALUE (excluding land) $ 000 ~ (
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
enter upon property to erform needed inspections.
x
Permit Valuation ID
Permit Fee $
Plan Check Fee $
State Surcharge $ 5'. cJO
Penalty $
Plumbing Permit Fee $
Mechanical Permit Fee $
Sewer & Water Permit Fee $
Gas Fireplace Permit Fee $
es Y oyrJ3uilding Permit When Approved
3-14-0]
Date
C~7S-
03-- / I -03
Date
Contractor's License No.
Park Support Fee # $
SAC # $
Water Meter Size 5/8"; 1"; $
Pressure Reducer $
City SAC and WAC # $
Water Tower Fee # $
Builder's Deposit $
Other $
TOTAL DUE t..t\1 ufY) >--(1-03 $ .::304. 0 fa
fJUVVV I'
I Paid
Date
::364-. Or;
3. -;;;() -tl
I ~~~3ljl.d)
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
16200 Eagle Creek Avenue Prior Lake, MN 55372
CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec'd
TEMPORARY CERTIFICATE OF ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT ~ - g -0 ~
~~,~:' ~:~ ~OI?-I'05q
3 YeHow Applicant J
, . d--~ /
LEGAL DESCRIPTION (office use only)
LOT
BLOCK
ADDITION
-00/- /0-1
.~~
~E
PID
OWNER I I I
(Name) (~r{~c;> r'\ Ace- ~(..()Q.u-~
(Address)
(Phone)
ZONING (office use)
3
BUILDER
(Name) Me-ir-D A-l4t"tY'\. ~+r-a~-I::txrS
(Contact Name) 10"", &~J!~!2~
(Address) #~~O
(Phone) QS;2. -8<tt:> -1obB'I
(Phone) lol~ - beS- - 4 ..., J 7
TYPE OF WORK
o New Construction
ODeck
o Porch
OAddition
ORe-Roofing
Misc.I"\o""~
OLower Level Finish
""'\ PROJECT COST IV ALUE (excluding land) $
o Fireplace
OAlteration
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
enter upo the prop perfo nee de' spections.
/Z
x
Permit Valuation
Permit Fee
Plan Check Fee
State Surcharge
Penalty
Plumbing Permit Fee
Mechanical Permit Fee
Sewer & Water Permit Fee
cc.. 0103./
Contractor's License No.
$
$
$
$
$
$
$
$
Water Meter Size 5/8"; 1";
Pressure Reducer
Park Support Fee
SAC
#
#
City SAC and WAC
Water Tower Fee
Builder's Deposit
Other
#
#
TOTAL DUE
uiIding Permit When Approved
ORe-Siding
OUtility Connection
00
e-Itu~-03
Date
$
$
$
$
$
$
$
$
$
This is to c 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
16200 Eagle Creek Avenue Prior Lake, MN 55372
CITY OF PRIOR LAKE
SEWER AND WATER PERMIT
1I~g-w/ oi ~/5'3 I
Date Rec'd
/2 . .5.. OL
ADDRESS
~. ~:~"W ~\:~. l PERMIT NO.~? _/...'~c::'':> I
Gold Applicant C/~ ~
/ f/ 29/ /'1/9/ /1/ rtv 6N f./ 8
...S"t;;
ZO~ING (office use)
c..3
LEGAL DESCRIPTION (office use only)
LOT 3 BLOCK /4-ADDITION
OWNER
(Name)
6'11e LSo!l./ /-/0 W 6 .
(Phone)
(Address)
(Address)
(City)
(Zip Code)
APPLICANT , (PI Z .
(Name) l/AI/TEJ] t1J/17EJ:7~ r \sF;vV~. (Phone) 9~ ?
(Address) //&~fp WA1I7fi77f if~Vn.. r'? N^-1hTrJlJJ:::.A-
-cAddress) (City)
:J~
(Phone)
.
~~"fz,. 8+1 /
5S..J'Or
(Zip c:?je)
~ I~~ 9/'1. ~1cil '
(Contact Person)
APPLICANT SIGNATURE
DATE
APPLICANT PLEASE COMPLETE BELOW
Size of water service inches.
Location of any couplings from structure _ feet.
Type of sewer pipe. 0 ABC 0 pvc 0 Cast Iron
Estimated length of sewer line _ feet.
Clean out (if required) located at feet from structure.
I
/
FEE SCHEDULE
Residential sewer and water line connection $35.50 Industrial, Com'l & Multi-family
Sewer connection only $17.50 Water connection only
Estimated Cost $ Building Permit-JL.
Sfl'.-, Bit '~RMIT FEE $ (, 9. 00
STATE SURC $ .50
TOTAL PERMIT FEE $ ~ 9.50
(Office Use Only)
This Application Becomes Your Building Permit When Approved
. fl.) q/o z-
I nlte
pai~ 9. 5lJ
DateZ.5 Z-
/ . . ()
24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245
(Please
ADDRESS
CITY OF PRIOR LAKE PLUMBING PERMIT
A.) 'I /(631
..;;~ oz,
Date Rec'd
at bottom)
I. Blue File
2. Gold City
J. Yellow Applicant
I PERMIT NO. . . Z
0, -I (;
/ {;:J- ~ /
"
/J1Clt./."L (1/7/e...,..)
ZONING (office use)
~3
LEGAL DESCRIPTION (office use only)
LOT
BLOCK ADDITION
OWNER
(Name)
II Cc- i/c.ll'd fL,C2re
PID;2S-: Ot) 1- /01''/-0
(Phone)
(Address)
W \ "- ,YIPTA? Ick I) \j~flc:.!t.~,/Jc?
~ It: '3-' 77 LL/~~q/ ,(d~;4'/
~ r1~;;,;;\
(~)7 . ' .
~ 1 It P __u) , .
(1l
t \-HJ)
'-J
~jil(l/ //L/(J
" ~?i~ {
/;/~ (~ '/ / f/,~'p .~~ :::~
:/::<
Quantity
Type of Fixture
Bath Tub with or without shower
Dishwasher
Floor Drain
Lavatory (Bathroom Sink)
Laundry Tray (lor 2 compartment sink
Shower Stall
Sinks
Bar Sink
Water Closet (Toilet)
Type of Fixture
Rough-ins
Water Heater
Water Softner
Stand Pipe (Washing Machine)
Sewage Ejector
Backflow Assembly
Backflow Assembly Test
Lawn Sprinkler
Other
FEE SCHEDULE
Industrial, Commercial & Multi-family 1% of job cost with a $39.50 minimum
C7C.;
Y()8(/--
Residential. New One & Two-Family $99.50
Residential, Additions & Alterations $39.50
Building Permit #
PLUMBING PERMIT FEE $
STATE SURCHARGE $
TOTAL PERMIT FEE $
4(/. -
.50
1'0 .:"1,)
-",
Paid ftJ. :5L-J
Date .
/. J 1'-03
24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245
16200 Eagle Creek Ave" S,E" Prior Lake, MN 55372-1714
CITY OF PRIOR LAKE
A 'fp SEWER AND WATER PERMIT
1~i V//53/
.6 .. / 0 I Green Ftle I PERMIT NO
vV I 2 Yellow C,ty ./)L ;-71
3 Gold Applicant V -;")-- ~_
e or rint and si at bott
~ J-S' I - '71t'~ rht.
LEGAL DESCRIPTION (office use only)
LOT
BLOCK
ADDITION
OWNER
(Name)
(Address)
(Address)
APPLICANT
(Name)
(Address)
(Contact Person)
,-
(
'-
Date Rec'd
ZONING (office use)
Q:3
PIDeS/S- - OC) /--
(Phone)
(City)
(Zip Code)
(Phone)
4110 - IlL-{ q
053'~1Y
(Zip Code)
Lj'f{)/ 1/49
(City)
(Phone)
DATE
) -. C)g
APPLICANT PLEASE COMPLETE BELOW
Size of water service inches.
Location of any couplings from structure _ feet.
Type of sewer pipe. D ABC D PVC D Cast Iron
Estimated length of sewer line _ feet.
Clean out (if required) located at feet from structure.
FEE SCHEDULE
Residential sewer and water line connectio~ Industrial, Com'l & MUlti-famiIY~. 0 '. cost with a $39.50 minimum
Sewer connection only ~ Water connection only ~
Estimated Cost $ Building Permit #
SEWER ~D w A nl1~ PERMIT FEE
STATE SURCHARGE
TOTAL PERMIT FEE
(Office Use Only)
en Approved
$ 17.5'0
$ .50
$ /f3~GtJ
r
pai~ I eft)
Dat7, J / -I .
17
24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245
AGENDA ITEM:
SUBJECT:
SITE:
PRESENTER:
REVIEWED BY:
PUBLIC HEARING:
DATE:
INTRODUCTION:
PLANNING REPORT
5B
CONSIDER A VARIANCE TO STRUCTURE SETBACK
-'
FROM A REAR PROPERTY LINE FOR A NEW
ADDITION TO AN EXISTING BUILDING IN THE C-3
SPECIALTY BUSINESS DISTRICT (File #02-075)
16281 MAIN AVENUE SE
STEVE HORSMAN, ZONING ADMINISTRATOR
JANE KANSIER, PLANNING COORDINATOR
_X_ YES NO
JULY 8, 2002
The Planning Department received a variance application from Mr. Bernard
Carlson (applicant/owner) to allow the construction of an addition to an existing
commercial building on the property located at 16281 Main Avenue. The
proposed addition will be attached to the side of the existing building and extend
to the rear lot line. The Main Avenue street side is determined to be the "Front
Lot Line" as defined in Ordinance Section 1101.400.
The following variance is requested:
1. A 1 O-foot variance to permit a O-foot structure setback from a rear
property line rather than the minimum required 10-feet (Ord. Sec.
1102.1105: Dimensional Standards).
DISCUSSION:
The property was originally platted in 1934 as Cates Addition to Prior Lake.
Another portion of the property was platted in 1977 as Langhorst 151 Addition.
The property was again platted in the year 2000 as Lot 1, Block 1, Carlsons
Hardware Addition. Mr. Carlson is the business owner, applicant, and property
owner, along with Wallace & Delores Langhorst according to Scott County
records. The lots dimensions are 135.31' (front) x 119.45' (front/side) x 76.98'+
3'+ 56.47' (rear) x 112.26' (side) (Attachment 1 - Certificate of Survey).
1:\02files\02variances\02-075\varrpt.doc Page 1
16200 Eagle Creek Ave. S.L. Prior Lake. Minnesota 55372-1714 / Ph. (952) 447-4230 / Fax (952) 447-4245
AN EQUAL OPPORTUNITY EMPLOYER
District. There appears to be a legal alternative for a redesigned addition that
meets code requirements.
3. The granting of the proposed Variance is necessary for the preservation
and enjoyment of a substantial property right of the owner.
By redesigning the configuration of the addition, it can be built without the
requested variance.
4. The granting of the proposed Variance will not impair an adequate
supply of light and air to the adjacent property, unreasonably increase
the congestion in the public streets, increase the danger of fire, or
endanger the public safety.
The granting of the variance appears to impair the supply of light and air to
the adjacent property. The addition will not significantly impact the public
streets or endanger public safety.
5. The granting of the Variance will not unreasonably impact on the
character and development of the neighborhood, unreasonably
diminish or impair established property values in the surrounding area,
or in any other way impair the health safety, and comfort of the area.
Staff is of the opinion that granting this variance will not impact the above
stated values.
6. The granting of the proposed Variance will not be contrary to the intent
of this Ordinance and the Comprehensive Plan.
The granting of these variances is contrary to the intent of the Ordinance and
Comprehensive Plan, which is to provide orderly development and prevent
over crowding of land and undue concentration of structures in relation to the
land surrounding them.
7. The granting of the Variance will not merely serve as a convenience to
the applicant but is necessary to alleviate a demonstrable undue
hardship or difficulty.
The proposed addition can be redesigned to eliminate the need for the
requested variance. The granting of the variance is not necessary to alleviate
a demonstrable hardship existing today, but for the proposed future addition.
8. The hardship results from the application of the provisions of this
Ordinance to the affected property and does not result from actions of
the owners of the property.
1:\02files\02variances\02-075\varrpt.doc
Page 3
RESOLUTION 02-011PC
A RESOLUTION DENYING A VARIANCE TO PERMIT A STRUCTURE SETBACK OF
0' FEET FROM A REAR PROPERTY LINE RATHER THAN THE REQUIRED
MINIMUM 10 FEET
BE IT RESOL YED BY the Board of Adjustment of the City of Prior Lake, Minnesota;
FINDINGS
1. Mr. Bernard J. Carlson has applied for a variance from the Zoning Ordinance in order to
permit the construction of an addition to a commercial building on property located in the C-
3 District (Specialty Business) at the following location, to wit;
16281 Main Avenue SE, legally described as Lot 1, Block I, Carl sons Hardware
Addition, Plat 25369, Scott County, Minnesota.
2. The Board of Adjustment has reviewed the application for variances as contained in Case
#02-075PC and held hearings thereon on July 8, 2002.
3. The Board of Adjustment has considered the effect of the proposed variance upon the health,
safety, and welfare of the community, the existing and anticipated traffic conditions, light
and air, danger of fire, risk to the public safety, the effect on property values in the
surrounding area and the effect of the proposed variance on the Comprehensive Plan.
4. Because of conditions on the subject property and on the surrounding property, the proposed
variance will result in the impairment of an adequate supply of light and air to adjacent
properties, unreasonably increase congestion in the public streets, increase the danger of fire,
and danger to the public safety, unreasonably diminish or impair health, safety, comfort,
morals or in any other respect be contrary to the Zoning Ordinance and Comprehensive Plan.
5. An alternative legal building addition location that meets the required setback for the
structure exists on the subject lot. The applicant has control over the plan design and shape,
such that the hardship created has been created by the applicant. Reasonable use of the
property exists without the building addition as proposed.
6. There is no justifiable hardship caused by the required rear yard setback, as reasonable use of
the property exists without the granting of the variance.
7. The granting of the variance, as originally requested, is not necessary for the preservation
and enjoyment of a substantial property right of the applicant. The variance will serve
merely as a convenience to the applicant, and is not necessary to alleviate demonstrable
hardship. The factors above allow for an alternative structure to be permitted with a reduced
variance or none at all.
I: \02fi les\02 variances\02-07 5\dn yres.doc
16200 Eagle Creek Ave. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (952) 447-4230 / Fax (952) 447-4245
AN EQUAL OPPORTUNITY EMPLOYER
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CITY OF PRIOR LAKE
BUILDING INSPECTION DEPARTMENT
COMMERCIAL & MULTI-UNIT PLAN REVIEW CHECKLIST
Project Name: 0(N(~ ~u.)cv-<-e
~V\.
Job Address: I(,~ ~ l \"\c-.,,^ Au D
I. CLASSIFICATION OF BUILDING:
A. Use of Building
1. Occupancy Group (Table 5-1) 'V\
2. Occupancy Separations (Table 5-B) ----1'14
B. Type of Construction (Table 5-A)
C. Location of Property
Front $'"Z (
Rear 0
L. Side Z'
R. Side 0
D. Floor Area
1. Actual 12 f~ "5((
2.
Allowable (Table 5-~
~,~'
.
3. Area Increase
a)
Open Area (505) 8.rrr> )( \.~
. ~
to I 000
,
b)
Sprinkler (505.3) IOfoOd X. ~
$:O(OOO.~
c) Multi-Story (506)
4. Mixed Occupancy Calculation =fV I~
E. Height and Number of Stories
1.
Actual: Stories
(
Height
2.
Allowable (Table 5-0): Stories
Height
3. Allowable Increase
.
Memorandum
DATE: June 24,2002
TO: Jane Kansier, DRC Coordinator
FROM: Robert D. Hutchins, Building Official
RE: Addition
Following are the results of the preliminary plan review for the Carlson Hardware Addition. Our
review was based on the Minnesota State Building Code (MSBC) which adopted with
amendments the 1997 Uniform Building Code (UBC) with handicap regulations of the
Minnesota Accessibility Code Chapter 1341. Also requirements of the 1998 Minnesota State Fire
Code (MSFC) which adopted with amendments the 1997 Uniform Fire Code (UFC).
Site Comments:
1. Complete a Building Code analysis on existing building and addition. UBC Chapter 5.
Include the following:
a. Occupancy Classification.
b. Type of Construction
c, Location on Property
d. Allowable Floor Area
e. Height and number of stories
f. Exiting calculations
g. Plumbing fixture tabulation
2. Submit a Certificate of Survey and a Site Utility plan.
The following are building plan comments:
3. Submit a soils report.
4. Provide soils and structural engineers plan on the method of protecting adjacent
buildings of Extra Innings and Viking Liquor from excavation disturbances. Notify
adjacent owners as per UBC 3301.2
5. Submit signed HV AC, plumbing, fire alarm, and sprinkler plans. May be submitted at
a later date.
6. A S.AC. determination must be completed by the Metropolitan Waste Control
Commission. Contact Jody Edwards at 651.602.1113.
7. Provide parapets on exterior of building. UBC 709.4
8. Submit Energy Envelope Calculations. MN Energy Code 7670.0100
9. Provide separate sexes lavatories. UBC Table A-29-A
10. A fire suppression system is required to be installed throughout the new addition and
existing building. MSBC 1306.0100 Subpart 3 #8.
11, Provide a Post Indicator Valve (PIV) on sprinkler supply line into building. Locate a
minimum distance away the height of the building.
12. Provide emergency lighting and exit signs. UBC 1003.2.8
13. Sprinkler system shall be monitored by a remote station. MSFC 1003.3.1
14. Provide fire extinguishers minimum 2AI0BC rated, within 75 feet travel distance of
all areas. UFC 1002.
15. Provide a Fire Hydrant within 150 feet of the Fire Department connection and all
areas of the building shall be within 300 feet of a Fire Hydrant
16. Enunciator panel(s) must be located in the front Vestibule.
This is a preliminary review on a Survey only. Other code items will be addressed when
the preliminary plans are submitted. The building plans must be reviewed by the Cites
Developmental Review Committee (DRC) which consists of representatives of Planning,
Engineering, Parks, Finance, and Building Departments. The DRC must approve the
plans before a building permits can be issued.
2
~
Metropolitan Council
Building communities that work
September 24, 2002
Environmental Services
Bob Hutchins
Building Official
City of Prior Lake
16200 Eagle Creek Ave.
Prior Lake, MN 55372-1787
Dear Me Hutchins:
The Metropolitan Council Environmental Services Division has determined SAC for the
LarIson Ace Hardware Addition to be located within the City of Prior Lake.
This project should be charged 1 SAC Unit, as determined below.
Charges:
Retail
2710 sq. ft. @ 3000 sq. ft./SAC Unit
SAC Units
0.90 or 1
If you have any questions, call me at 651-602-1113.
Sincerely,
(1rl; cd. ~
Jo;f. ~dwards
Staff Specialist
Municipal Services Section
JLE: (330)
020924S7
?
~~".9
Cc: S. Selby, MCES
Mahowald Builders Inc.
www.metrocouncil.org
230 East Fifth Street . St. Paul. Minnesota 55101-1626 . (651) 602-1005 . Fax 602-1138 . T1Y 291-0904
An Equal Opportunity Employer
Metro Info Line 602- 1888
White - Building
Canary - Engineering
Pink - Planning
Thf' Cf'nlf'r fir Ihr t.kf' Coun'f)'
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAMEOFAPPLlCANT ~) (jjJ~ ~
APPLICATION RECEIVED 3' - g- /' () 3
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
I {;, d-- f / -- J11 ain O/f-L/
Accepted
Accepted With Corrections X
Denied ~
Reviewed B .. ..~
Comments:
Date: 8-ll-e3
I. S' # 4.. A--ft..ld...I.".Q
(\'~IAA~
"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."
White - Building
Canary - Engineering
Pink - Planning
Tht' ('rnlN or the I.akf Counlr)'
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT
APPLICATION RECEIVED
..-~-_. ......"""..
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
'-.-.' .
Accepted ../
Accepted With Corrections
Denied
Reviewed By:
~~
Date: .-lJ ' 9-7 . DO--
Comments:
"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."
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('J_/C/-)
, '''' .J ",--)
v
~
Thr ("('nter of Ihe I..kt Countr)'
White - Building
Canary - Engineering
Pink - Planning
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT
APPLICATION RECEIVED
I' ! I \ It I ( (\. / \ l,i ,I
/$ \.. \' ,;, y
I,LL k,'_j
'I-
I
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The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
/ (/ Z c I r' I 1-\ I ~\,) f\ \. E.~ . ""-~ c-
Accepted
/
Accepted With Corrections
Denied
Reviewed By: ~MJ-)~ot+-
~ ~
Date:
#
Comments: See Reverse Side for Additional Information!
o 110~~ ~ l 1> z~:,o -) ,,Jj b-o
A-'2tt:c1. w~~ Jl- '+~ ~+~
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.,-j>
See Attachments: 1) Grading Plan, 2) Erosion Control Measures
3) Erosion Control Plan
"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."
.I.-"'-~
Page 1 of3
Carlson Hardware Addition
Plan review
September 25, 2002
The following comments are the results ofthe plan review for the proposed project Our review is based on
the Minnesota State Building Code MSBC with the adopted amendments from the 1997 Uniform Building
Code UBC; the handicap requirements of the Minnesota Accessibility Code, Chapter 1342; the Minnesota
State Fire Code MSFC with the adopted amendments of the Uniform Fire Code UFC; and the 1991 Uniform
Mechanical Code UMC.
1. Separate permits required for plumbing, HV AC, fire sprinklers, electrical, fire sprinkler alarm, etc.
UBCI06.3.1
2. Fire sprinkler shall be monitored as approved by the City of Prior Lake. MSFC 1003.3.1
3. Enunciator panel shall be located in the front vestibule MSFC 1003.3.1
. tf- 4) Provide soils testing UBC 106.3.2 '?/:~'-
.~:'--~/-" /--',:. -I11[ /-',' .
f,JD.1) Provide structural engineer's plan for protecting adjacent buildings during construction UBC 3301.2
\If Provide Architect signed plans UBC 106.3.4
)
(j) Provide information on location, construction of rated firewalls, ~C 106.3.2 /.fo,,</ /5 [5:..., ,.:H-, irK. ,
X Locate assumed property lines for walls th~jacent to th~ public ::y:-:r eas~~:nt::;:~~u~~;~;~u;:;.:';
UBC 503.1 M /",. j,' 1 .~.Y ?~ I ,!)~:::.s #:7; -1;k'p:'1 Ie:> 54Sr ;..v,.qL.f-( 1=0/\/6-5
~'3 ~'~'C I-;{~c "- !..C>' ;r:,,-./,/2i}' 1-:' Iv0r ~PENL)/C-V~~ 7D Apt:>ITIC~
\' r-il @ Provide civil plans that include connections to city water for fire sprinkler. UBC 106.3.2
(co ~Ovid~ details on roof drainage discharge and termination. Roof water shall not discharge to adjoining
properties from drains or scuppers. - D,RAIA/A be .E/ ~ E:/-7:;:;'..:r (e:> T"f-c ~/
T/-7: ~/;.~ ,-
~/ D N\;Y\ 11, Provide fire department lock box. Lock box order form included.
Y12. Provide cross section on both stairs. UBC 106.3.2
~. Provide interior finish and ceiling information. UBC 106.3.2
":) I r 14. Locate fire department connection and post indicator valve. UBC 106.3.2
'" j:i (,'15. Fire department connection shall be located within 150 feet of a fire hydrant.
' r .
11 ). _' ,
~ Provide engineered structural plans si~~-a~ngine-;ri.mC 106.3.4
@Provide Special Structural Testing and Inspection schedule by the engineer of record. UBC 106.3.5
>18. Indicate on the plans the use of rooms. UBC 106.3.3
Page 2 of3
\ 1\) i'J. Provide door schedule. Doors less that 10' from the property line shall be I hr. fire protected and not
,1 allowed less than 5'. UBC Table 5-A. ;y/;"'~ i I::; ~,.tj f:~ ~:ENT..'<:/' .-...:::"..J /./...'7 ~G--"'::'::
/ /' AI/. , A 1?6 ul/. n.-o ,/-,- r?~/ -"".- _"'_'_ " _ ..c-_
.' "j'-"""; ,,~:.w::'7I 5" i -.~~./ //... ~r1 //..,.,- ........,r/.;::7_~/ v.=:::; 11""__ :;. ....-C(<-I'........' j
/' - f (,/ '-" I r: ; __ .. ;/'1 ..,./ _ '.
,/ @Certificat~ of survey to ma~ch proposed building. City of Prior Lake Ordinance 401.700
\ // L: ..:.,r.-,5;
~2f) Provide proof of access easements to the rear door and loading area.
---..-" :t;..-::., ~,/,// ~_7~
~2. Minimum 30" parapet is required on exterior walls less than 20 feet from the any property line UBC
709.4.1
,'~Submit Energy Code envelope calculations. MN Energy Code 7670.0100
~
@Mechanical contractor must provide 15 CFM fresh air ventilation per occupant in all areas. Submit
signed engineered plans for approval. '-,.,. (SBC) 1305.1202 _, _ _, JJ _,*
. ,:=::>-... "'::5 ._ :..-. S'-::::> ~:~/~ --5.- . -:2-_"'/... r:-/....-,- - - ,--
fJ" 25. See approved plans for locations of required Exit signs and Emergency Lighting. UBC 1003.2.8
~ Hand rails on stairs shall extend 12" beyond the end of the stair tread riser at the top and 24" at the
bottom on one side ofthe stair and 12" beyond the risers on the other side of the stair. UBC 1003.3,3.6
.."f,. Rear exit stair landing shall have a minimum landing of 42" in the direction of travel. UBC 1003.3.3.6
~. Provide Handicap toilet room details. UBC 106.3.3
-< 1,"'29. All hardware shall be handicap approved. MSBC 1340
~. Provide engineering for the cut openings in the existing foundation and removal of first floor walls.
UBC 106.3.2
j})Locate on the plans the dumpster/ trash area. UBC 1006.3.3
5-3 ~Storage area shall have a minimum floor live load of 125 lbs. per square foot. UBe table 16-B
@Rearretail area exit shall not exit through a storage room. UBC 1004.2.2
If the south property line wall is to be straitened out and a common wall is to shared with the building on an
adjoining property, the following items will be needed.
· A joint ownership and maintenance agreement must be obtained and filed with the Scott County
register of deeds.
· The common wall shall be (2) hr, fire restive construction and non-bearing.
Page 3 of3
-
· No openings in the wall are permitted,
· The common wall shall have a parapet constructed 30" minimum above the highest roof
elevation and be of (2) hr. fire restive construction.
This is a preliminary review based of information provided. Additional issues may be identified as complete
permit submittal documents are received. Feel free to contact me at (952) 447-9853
Respectfully submitted
Paul Baumgartner
Building Inspector
PRIOR LAKE
INSPECTION RECORD
DEPARTMENT OF
BUILDING AND INSPECTION
SITE ADDRESS J ~~~t'" Ave.
NATURE OF WORK ~~
USE OF BUILDING CON / ~ .
PERMIT NO. 02 -/5 -j DATE ISSUED 9-:2-'2-0<- -
CONTRACTOR ~""\(,llt.i lit,.~ rc:: PHONE 612. - :Jr.--s-.s:'r1/
NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW
THE PERMIT IS BY SEPARATE DOCUMENT
~ {lECTOR OAT<
I FOOTING \7" _ ;~ 12-5-04-- ~ 1 !
I FOUNDATION (Prior to Backfill) 0 . s..... . I D 2.-
PLACE 0 ONCRETE UNTIL ABOVE HAS BEEN SIGNED
~ I (6 ~.z ~ ROUGH - INS
SEWER I WATER I SEPTIC
FRAMING
INSULATION
ELECTRICAL
PLUMBING LJG, P 3~ -03
HEATING (if required)
~
Oo.J~oV\ Ua.rdl Wet hP
]
COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED
I :::;'P~(/V14#- 1 [ ]
FINALS
GRADING (Prior to Sodding)
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 shan be placed near main entrance.
~[
FOR ALL INSPECTIONS (952) 447-9850
IT =
= CO
INSTANT TESTING COMPANY
7125 West 126th Street. Suite 500. Savage. MN 55378
PHONE: 952-890-7366 . FAX: 952-890-5883
2003
Apri I 16, 2003
Mahowald Builders Inc.
7877 West 150th Street
Prior Lake, Minnesota 55372
RE: Carlson Hardware Building ^ddition
Prior Lake, Minnesota
As requested, a site visit was conducted on March 28, 2003 to inspect
structural steel framing and bolted connections within the new
building addition under construction.
Observations were made on two parallel east/west loadbearing beam
sections and columns installed between the new addition and south wall
of the existing building, Framing for the existing wall consisted of
seven 3" x 3" and one 4" x 6" tube columns and bolted beam sections
spanning an opened wall area. Bearing surfaces were provided by embed
plates at the east/west interior masonry wall sections. The west wall
incorporated a vertical 8 1/2" x 8 3/4" poured concrete column, with a
bearing pocket within east wall CMU for beam support. The parallel
frame work of the new addition providing support for bar joists and
roof decking, included six 4" x 4" columns and bolted beams, spanning
the length of the addition from the east to the west exterior walls,
A visual examination of beam to beam (16 & 8 bolt pattern) and beam to
column junctures indicated that the ASTM A 325 break-off tension
control bolts were in place and properly tensioned. Web stiffners
over columns and beam connection flanges at the 4" x 6" tube column
were shop welded with full fillet welds, free of porosity or
undercutting. Where visible, column base flanges were fastened to
embeded anchor bolts and tensioned with a washer and nut, with a non-
shrink grout applied. The remaining columns were encapsulated within
~he floor slab, and appeared to be free of torsional or lateral
displacement as indicated by surrounding slab integrity.
In our oplnion, the observed work and materials is acceptable and in
compliance with existing plans and accepted engineering standards.
CC: City of Prior Lake Building Inspections
Cg. #605 - 2 hours / #612 - 12 miles
Fire Alarm System Plan Review Comments:
Carlson Ace Hardware
16281 Main Ave SE
Prior Lake MN. 55372
August 11, 2003
1. Delete Pull Station Per ARl.
2. Fire alarms shall be auditable through out the building 15 dbl above the normal noise
level and at the fire department connection when smoke detectors or fire sprinkler is
activated,
3. Fire department Lock Box shall be connected to the alarm system as a tamper alarm.
4. Alarm system shall be monitored in an approved manor.
5. Provide Strobe alarm in the public rest room,
Feel free to contact me with any questions at (952) 447-9853
Paul Baumgartner
Building Inspector
City Of Prior Lake
e\T
BUlL N
INSPECTO PERMIT NO.n 3lQ51
~-I(-~
DATE U8MITTED
o ACCEPTED AS S .CTIONS AS NOTED
~ ACCEPTED W~TH CO::~c_ & RESUBMIT e
O NOT ACCE:PT ::.D-CO All work snail be don
r lOformatlon. de re-
ments are for you . . . . in & zoning co
:hese, cO~Pliance with all applicat a~u:~y ~oted in this review.
In ful co . items not specl.IC
quirements including T ON SITE AT ALL TIMES.
KEEP THIS PLAN SE
M~f'.O IljlABJM COM1f'BJACf'OBlS
101 West Burnsville Parkway #220
Burnsville, MN 55337
Phone: 952-890-6684 Fax: 952-707-6881
Equipment Submittal for:
Prepared by:
Thomas R Bonwell
Project Manager
Date:
AUGUST 6, 2003
Carlson Ace Hardware
16281 Main Ave. S. E.
Prior Lake, MN;, 55372
August 6, 2003
INSTALLATION: OF A SPRINKLER MONITORING SYSTEM
PROPOSED WORK TO BE DONE
1- Install a Security / Fire Panel that is UL listed for commercial fire.
2- Wire all Gxisting waterflow and tamper switches to the control
panel.
3- Zone out; all waterflow and tamper switches to their own zone.
4- Program each zone to send its own alarm and trouble signals to
central station per IFC 2000 903.4,1,
5- Install one smoke detector to cover the fire panel per
NFPA 72 1-5.6,
6- Install one annunciator keypad by the front door,
7 - Install oqe manual pull station under the annunciator per
NFPA 72.3-8,3.1.2.
THE ABOVE WORK IS SUBJECT TO APPROVAL BY THE LOCAL AHJ
PROPOSED BY:
METRO ALARM CONTRACTORS, INC.
101 W, Burnsville Parkway #220
Burnsville, MN 55337
Contact - Tqm Bonwell
Ofc, 952-890-6684 X13
Cell612-68~-4717
Email: tom@sdncorp.com
METRO ALARM CONTRACTORS
Quantity:
1 ea.
1 ea.
1 ea.
1 ea.
2 ea.
3 ea.
2 ea.
101 West Burnsville Parkway #220
Burnsville, MN 55337
Phone: 952-890-6684 Fax: 952-707-6881
Descriotion:
Fire Control/Communicator Panel
Dual Phone Line Module
Keypad
Photoelectric Smoke Detector
Wall Mount Motion Detector
Door Contacts
12 V 7.2 AH Battery
Model #:
XR-200F
893
690F
521B
RX-40PI
SLA1075
STANDBY BATTERY CALCULATIONS STANDBY CURRENT IN mA I ALARM CURRENT IN mA
XR200 CONTROL PANEL 100.8 mA 100.8 mA
RELAY OUTPUTS 1-2 ON QTY. x 30 = o mA QTY. 0 x 30 = 0 mA
VOL TAGE OUTPUTS 3-10 ON -
QTY. x 5 = 0 QTY. 0 x 5 = 0 mA
-
893 DUAL PHONE LINE MODULE QTY. 2 x 12 = 24 mA QTY. 2 x 50 = 100 mA
- .-
866 CLASS B NOTIFICATION MODULE QTY. x 45 = o mA QTY. 0 x 75 = 0 mA
-
865 CLASS A NOTIFICATION MODULE QTY. x 26 = o mA QTY. 0 x 85 = 0 mA
-
630F REMOTE FIRE ANNUNCIATOR QTY. x 100 = o mA QTY. 0 x 100 = 0 mA
-
690 KEYPAD QTY. 1 x 100 = 100 mA QTY. 1 x 100 = 100 mA
790, 791, 793 KEYPAD QTY. x 106.4 = o mA QTY. 0 x 128 = 0 mA
-
460 INTERFACE ADAPTOR CA~D QTY. x 7 = o mA QTY. 0 x 7 = 0 mA
-
481 EXPANSION INTERFACE CARD QTY. x 15 = o mA QTY. 0 x 15 = 0 mA
-
485 ACCESS CONTROL CARD QTY. x 45 = o mA QTY. 0 x 45 = 0 mA
-
733 WIEGAND INTERFACE QTY. x 36.4 = o mA QTY. 0 x 58 = 0 mA
-
710 BUS SPLITTER 1 REPEATER QTY. x 30 = o mA QTY. 0 x 30 = 0 mA
-
714 ZONE EXPANDER QTY. x 13.4 = o mA QTY. 0 X 15 = 0 mA
-
714-8 ZONE EXPANDER QTY. x 32.8 = o mA QTY. 0 x 36 = 0 mA
-
71~16Z0NEEXPANDER QTY. X 45.6 = o mA QTY. 0 X 52 = 0 mA
-
715 ZONE EXPANDER QTY. 1 x 23 = 23 mA QTY. 1 X 127 = 127 mA
715-8 ZONE EXPANDER QTY. x 52 = o mA QTY. 0 x 260 = 0 mA
-
715-16 ZONE EXPANDER QTY. X 84 = o mA QTY. 0 X 500 = 0 mA
-
716 OUTPUT EXPANDER QTY. x 7 = o mA QTY. 0 X 119 = 0 mA
-
823 HORN 1 STROBE QTY. X = QTY. 0 X 184 = 0 mA
-
521 B SMOKE DETECTOR QTY. 1 X 0.1 = 0.1 mA QTY. 1 x 0.1 = 0.1 mA
521 LX AND LXT SMOKE DETECTOR QTY. X 8.8 = o mA QTY. 0 x 25 = 0 mA
-
850S MANUAL PULL STATION QTY. 1 X 0 = o mA QTY. 1 X 0 = 0 mA
RX-40PI WALL MOUNT MOTION QTY. 2 x 17 = 34 mA QTY. 2 X 17 = 34 mA
5812A, 5820AAUDIO GLASSBREAK QTY. X 12 = o mA QTY. 0 x 25 = 0 mA
-
DIGITAL LOW TEMP. SENSOR QTY. x = o mA QTY. 0 X = 0 mA
-
MP-5365 MINIPROX READER QTY. X 160 = o mA QTY. 0 x 160 = 0 mA
-
DOOR CONTACTS QTY. 2 X 0 = o mA QTY. 2 X 0 = 0 mA
INTERIOR SECURITY 1 FIRE SIREN QTY. 1 X 0 = o mA QTY. 1 X 400 = 400 mA
XR200 BATTERY CALCULATIONS
BATTERY CALCULATIONS FOR: CARLSON ACE HARDWARE
I
TOTAL STANDBY
TOTAL ALARM
TOTAL STANDBY 281.9 mA TOTAL ALARM 861.9 mA
281.9 mA x NUMBER OF STANDBY HRS. NEEDED 24 = 6765.6 mNHRS
861.9 mA X NUMBER OF HORN MINUTES 5 = 71.825 mA
TOTAL = 6837.43 mNHRS
+ 20 % BATTERY DETERIORATION = 8204.91 mNHRS
X .001 TO CONVERT TO NHRS = X .001
TOTAL AMP/HRS REQUIRED = 8.20491
TOTAL AMP/HRS INSTALLED = 14.4
INSTALL INFO.
1
8/8/2003
DMP XR-200 Fire Alarm Control Panel
Annunciator I Keypad
Operating Instructions
Carlson Ace Hardware
Using the Touchpad
Silence Alarms 1234 + command key
Silence Supervisory and Troubles Push the white upper right hand corner
button + 1234 + command
Reset System Push command until display reads"MENU
NO YES" push the upper right hand button
under "YES" + 1234 + command + command
again until display reads "SENSOR RESET?"
push the white upper right hand button.
Zone 1
Zone 2
Zone 3
Zone 4
Zone 5
Zone Information
Fire Zones
Zone 22 Pull Station
Zone 1 0 Smoke Detector
Zone 22 Main Gate Valve Tamper
Zone 22 Main Gate Valve Tamper
Zone 23 Riser's Gate Valve Tamper
Security Zones
Door Contact
Door Contact
Overhead Door Contact
Motion Detector
Motion Detector
Installed by:
Metro Alarm Contractors
Service (952) 890-6684
Dispatch (952) 346-9452
@
LISTED
<&>
-
io-JAwt'k~NG!
NYC
MEA
T 0 ommand ProcessorN Fire
Package from DMP provides alarm dealers
with the industry's most powerful
addressable fire system available. The
package is built around the proven XR100
Command ProcessorlM and offers the panel's
reputation for reliability and full range of
zone expansion, communication, and relay
output capabilities.
XR200F - 242-Z0NE
COMMUNICATION
The XR200 is unmatched in
communication capability with its digital
dialer, multiplex, cellular, as well as data
network communication. You can also_
choose Modem lie and Contact ID
reporting to non-DMP UL listed receivers
to meet a range of installation and
monitoring requirements.
DIGITAL COMMUNICATION
The XR200F uses the SDLC format to send
alarm and system reports to the central
station in superfast digital data.
MULTIPLEX
COMMUNICATION
The XR200 panel's multiplex capability
allows you to meet requirements for
installations where UL AA multiplex
communication is either required or a
viable option.
EXPANDED HOST OPTIONS
The XR200 features enhanced host options
that provide host backup, customizable
check-in times, retry times, and much
more. By enabling the host backup, the
panel can send messages via a second
462N card or a network device, such as a
DMP iCOM 1M Internet Alarm Router,
DUAL REPORTING
You can send reports to one or two DMP
SCS-1 Receivers and use either receiver
as a backup - if the other cannot be
reached.
FIRE ZONE PROGRAMMING
You can program zones for fire, fire verify,
fire retard, presignal, cross zoning, or fire
supervisory, This flexibility allows you to
- match individual zone characteristics to
the needs of any area in the fire
installation.
ZONE EXPANSION
The XR200F provides up to 242 fire zones
programmable for a variety of fire
applications. Six Class B powered zones
are provided for supervising fire initiating
devices. 28 additional zones are available
on the 8 keypad addresses and up to 200
zones can be added using expansion
Interface Cards,
200 ADDRESSABLE
NOTIFICATION CIRCUITS
The XR200F panel supports up to 200
Model 867 Addressable Style W
Notification Circuit Modules for individual
annunciation of protected areas. Each 867
can be set to a unique supervisory address
and bell relay address for zoned
annunciation.
BUilT-IN PROGRAMMER
AND DIAGNOSTICS
The XR200 contains its programmer
on-board and does not require an external
programmer. This allows installers and
service technicians to program the panel
and run the panel's system diagnostics
program from any keypad.
UPLOAD/DOWNLOAD
PROGRAMMING
You can program the XR200F through any
alphanumeric keypad or remotely using
the DMP Remote Link1M program.
OUTPUTS
The XR200F package can provide two SPDT
relay outputs and eight 12 VDC 50mA
annunciator outputs by adding an optional
Model 430 Wire Harness and two Model
305 Plug-in Output Relays to the paneL
Model 716 Output Expander Modules
increase the panel's relay capacity to 202
auxiliary Form C relays and 242 open
collector outputs.
200 USER CODeS
You can assign up to 200 custom user
codes in the XR200 paneL Customizing
user codes allows you to select the system
functions and keypad displays each user
can access. You can select standard
authority level that provides 9 fixed levels
of access.
XR200F PACKAGE
CONTENTS
Qty Description
1 XR200 Command ProcessorTM PCB
1 350-81 Large, Red Enclosure
1 893 or 893A Dual Phone Line Module
1 715 or 715-18T Zone Expander Module
1 866 Style W Notification Module
1 318 Dual Battery Harness
1 32016 VAC, 40VA Wire-in Transformer
1 325 Transformer Bracket/Terminal
Strip
2 365-7 RJ Phone Cables
LISTINGS AND APPROVALS
. Underwriters Laboratories - S3598
Central Station Signaling
Local Protective Signaling
Remote Station Protective Signaling
Proprietary Protective Signaling
. California State Fire Marshal - 7165
1157:105
. New York City MEA - 168-93-E VoL 3
. Factory Mutual- OD9A1.AY
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Digical MonitDl"'ing Products
LX-Bus Notification Circuit
Module
Style D Initiating Circuit
Module
Bus Extender Module
710 Bus Splitter/Repeater
710F 24 VDC Splitter/Repeater
711/E Single Point Zone Expander
714 4-zone Class-B Expander
714-8/168 or 16'zone Class,B
Expander
715 4 zones for 2 -wire smokes
715-8/16 8 or 16 zones for 2 -wire
smokes
Output Expander: 4 Form C
relays, 4 outputs
717 GraphicAnnunciator: 20
outputs
725 24 VDC 4-zone expander
. 736P Radionics Interface Module
502.12 Two Amps @ 12 VDC
505-12 Five Amps @ 12 VDC
508 8Amps @ 12 or 24 VDC
SLR-835B Photoelectric Smoke
521 B/BXT Addressable Smoke
521 LX/LXT Addressable Smoke/Heat ~-
"
600 Series Heat Detectors ~
5515G Sentrol Moisture Sensor ~
B
305 Plug-in Relay Output -is
430 Output Harness ~
305 Output Relay ~
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2500 North Partnership Boulevard
Springfield, Missouri 65803-8877
893 I 893A Dual Phone line Modules
Description
The 893/893A is a dual telephone line supervision module that allows XR200, XR2400F, and XR20Q-485 Command
ProcessorlM Panels to indicate a phone line failure to the premises and central station, and switch to secondary phone
line communication when the primary line is down.
Phone Line Monitor
The 893 uses a phone line monitor for the main and
backup phone lines. Before sending a report, the 893
verifies that the main phone line is working, If the line
is bad, the module tests the backup phone line. The 893
sends the report on the first working phone line.
The phone line monitor has a two-minute trouble delay
and a one-minute restore delay. Phone line trouble is
displayed in the keypad Status List as a System Trouble.
At least one keypad on the system must be programmed
. to display system troubles in the Status List.
Digital Dialer/Multiplex
You can configure the 893 to provide two lines of digital
dialer or one line of multiplex with digital dialer backup.
The MAIN modular jack is used for the primary dialer or
multiplex line, The BACKUP modular jack is used for the
secondarY digital dialer line.
J2
Figure 1: 893/893A Layout
Processor Fail Buzzer
The 893 Module also monitors the panel's CP\.I and sounds a trouble buzzer whenever the panel's processor is reset
using J 16 or: the processor stops functioning. The 893 Module also monitors the keypad bus and sounds a trouble
buzzer whenever the keypad bus fails to operate.
Jumper Settings
There are two sets of jumpers on the 893/893A Module. When setting the module for either DD (digital dialer) or
MPX (multiplex), both jumpers, J1 and J2,on the 893 Module must be set the same: For multiplex, both jumpers
must be set to MPX. For Digital Dialer, both jumpers must be set to DD. Refer to Figure 1 for jumper locations.
Installation
The 893 and 893A easily connect to the XR200, XR2400F, and XR200-485 Command ProcessorlM panels using a 7-wire
harness and a phone cord, Both wires have been provided.
Ground Yourself Before Handling the Panel! Touch any grounded metal, such as the enclosure, before
touching the panel to discharge static.
Remove All Power From the Panel! Remove all AC and Battery power from the panel before installing or
connecting any modules, cards, or wires to the panel.
893 Installation
After you have powered down the panel, press the 893's 7-wire harness located on the back of the PCB onto J10, the
panel's 7-pin header located in the bottom left-hand corner.
After connecting the 7-wire harness to the panel, gently press the plastic standoff that has been installed in the
factory through the hole provided in the panel. This will secure the 893 Module to the panel and provide a stable
platform for phone cord connections. Refer to Figure 2.
Using the supplied phone cord, connect the 893 Module's PANEL connector to the panel's modular connector, J3, in
the upper left-hand corner. Then connect the main and backup phone lines to the MAIN and BACKUP modular
connectors on the 893.
=11.
Digital Manitowing Prgduetn
XR200 Command ProcessorT~ Panel
J6
I Output Header J2
DO
LjeJ
IlliJ
Command
Processor
Reset
IQIQIQIQIQIQIQIQIQIQIQIQIQIQIQIQIQIQIQIQIQIQIQIQIDIQIDIQI
Figure 2: 893 mounted on the XR200
893A Installation
The 893A Module snaps into one of the enclosure's 3-hole mounting locations and connects to the panel using an 18
inch, 7-conductor harness and a 2-foot phone cord. Follow the instructions below to install the 893A in the
enclosure:
1. Mount the plastic standoffs to the enclosure's three-hole mounting locations using three Phillips head screws.
2. Insert the screws from the outside of the enclosure through the holes and into the plastic standoff that mounts on the
inside of the enclosure and tighten.
3. After the standoffs have been secured onto the enclosure, gently snap the 893A onto the standoffs.
4. Using the supplied 7-wire harness, connect P10 of the 893A to J1 0 of the paneL
5. Using the supplied phone cord, connect the modular connector labeled PANEL on the 893A to the modular connector
J3 on the paneL
6. Finally connect the main and backup phone lines to the MAIN and BACKUP modular connectors on the 893. Refer
to Figure 3 below.
IlliJ
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R_
~1lSJK:i>>f5:I~1iSlI~lS.lIISlIf;lSl~IlSIIfl1IlS:IIQ~tsllSlfilllS1fi1CS1fSJllS$S:I
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Connect using
supplied 7-wire
harness
I Outout Header J) J
I'"'
-_.'cO,.
&"'<
E;~
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J6
To TeIoo line
Figure 3: 893A with RJ31X I RJ38X phone jack wiring
U
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COMPATIBLE PANELS
XR200 Command ProcessorlM Panel
XR200-48S Access Control Command Processor'" Panel
XR2400F Addressable Fire Alarm Control Panel
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Digit.' Monitoring Produce.
@
LISTED
DMP Fire Command Keypads offer a variety
of fire annunciation solutions for residential
and commercial fire applications.
The 692F Fire Command Keypad offers highly
visible LED annunciation of alarm and trouble
conditions on DMP XRSFC and XRSSL
Commercial Fire Panels.
The 630F offers one-button operation to
silence alarms, reset sensors, test the
system, and perform a fire drill.
The 630F, 690F, and 790F Fire Command
keypads from DMP offer 32-character full
text LCD readout displays system events and
menu prompts that make the keypads
efficient and easy-to-use.
fIREf.;9M~.e.NPC:E.Nl"ER,.FEATURE~.........
692F, o30F, o90F~ & 790F
630FFEATURES
630F REMOTE
ANNUNCIATOR
The 630F Fire Command Center from DMP
offers high quality, cost effective fire
system control with an easy-to'use
keyboard interface. The 32 -character full
text LCD readout displays system events
and menu prompts that make the 630F
keyboard efficient and easy-to-use,
Sn~GLE-BUTTON
OPERATION
The 630F Fire Command Center Keyboard
has a factory installed keyswitch that
enables the four function buttons-Alarm
Silence, System Reset, System Test, and
Fire DrilL These functions can also be
accessed through the User Menu by
entering a user code at the keyboard.
USER MENU
Users can access all of the functions
necessary to operate and maintain their
system right from the keyboard User
Menu. These function include Alarm
Silence, Reset Sensors, and Display
Events.
MOUNTING
The 630F provides its own backbox and
trim frame, which provides an attractive
installation. The keypad can either be
flush-mounted or surface-mounted.
690F/'190f fiRE COMMAND
KEYPADS
Both 690F and 790F Fire Command
keypads provide a 32-character LCD
display, a large backlit alphanumeric
keyboard, and an internal multi-tone
speaker. Users can perform all system
functions from the keypads such as
arming, disarming, bypaSSing zones, and
silencing alarms as well as choosing any
of the User Menu options.
The 790F Security Command Keypad also
provides four Class Bprotection zones for
use in a variety of fire applications.
fOUR. PROTECTION ZONES
To save you the expense and potential
service problems inherent in "home-
running" your security devices to the
panel, the 790F Fire Command Keypad
provides four fully programmable Class B
protection zones you can use for a variety
of burglary and fire applications.
Multiple Fire Command keypads can also
be installed on the same wire run to
increase the cost savings of each
installation.
USER SELECTABLE OPTIONS
Each keypad provides a simple User
Options menu through which users can
change the display. and speaker
characteristics of the keypad. Simply
holding the COMMAND and Back Arrow
keys down for two seconds causes the
keypad to display SET BRIGHTNESS. Once
in the menu, the user can adjust the
several options to customize the keypad
for personal preferences.
DESTINCT SOUND
PATTERNS
The 690F and 790F Fire Command Keypads
also provide distinct sound patterns or
burglary alerts, fire alerts, door monitors,
and prewarn that can help users identify
an event occurring on their system.
USER MENU
Users can access all of the functions
necessary to operate and maintain their
system right from the keyboard User
Menu. These function include Alarm
Silence, Reset Sensors, and Display
Events, The User Menu is restricted so that
a valid user code is required before access
is granted to any of the functions, This
protection allows. you to install the
keyboard in even high traffic public areas
without danger of unauthorized access.
~II.
Digit..1I Monitoring Products
KEYPAD REFERENCE CHART
Keypad Zones Display Panic Compatible Keyboard User Operating Operating
Type Keys Panels Red in Alarm Brightness Voltage Current
630F Fire None LCD Yes XR200,XR2400F, No Yes 12 VDC 100mA; lOOmA
Command and XR200-485
690F Fire None LCD Yes All Yes Yes 12 VDC 100mA; 100mA
Command
692F Fire None LED Yes XR5FCjSL No Yes 12 VDC 30mA; 70mA
Command
100mA + 1.6mA
790F Fire Four LCD Yes All Yes Yes 12 VDC per active zone;
Command 100mA + 2mA per
zone in alarm
KEYPAD ACCESSORIES
695 1.5" Keypad Conduit Backbox .
696 1/2" Keypad Backbox
699 Keypad Deskstand
WR-0004 4-wire Replacement Harness
WR-0012 12-wire Replacement Harness
WR-0512 5-foot 12-wire Replacement Harness
LCD Keypad Housing
LED Keypad Housing
Note: Backboxes not compatible with 630F.
APPROVALS
. UL 864 Control Units for Fire Protective Signaling
. UL 985 Household Fire
. UL 294 Access Control
UL985 Household Fire Warning
. UL 1076 Proprietary Burglar
. UL 1023 Household Burglar
. UL 1610 Central Station
. CSFM
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2500 North Partnership Boulevard
Springfield, Missouri 65803-8877
Digital MonitDring ProduCbJ
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LISTED
The DM? Zone Expansion Modules provide
addressable Class B burglary zones to which
you can connect non'powered burglary or fire
type devices to DMP Command Processor 1M
panels. By expanding the DMP Command
Processor 1M panel, the number and type of
applications in which the system can be used
greatly increases.
ZONE EXPANSION MODULES:
USE ON THE DMP LX-EUJSTM
The modules can be used on the LX-Bus of
DMP Command ProcessorTM Panels. The
modules connect to the 4-wire bus and use
only one zone address to assign additional
zone expanders to the next zone address if
desired.
CONNECT TO KEYPAD BUS
You can also use the modules as an
addressed device on the keypad data bus
of D.MP Command Processor TM panels.
Simply set the module to an available keypad
address and connect the wiring to the
appropriate screw terminals.
SEMPLE ADDRESSING
Address the 711, 714, 714-8, 714-16, 715,
715-8, 715-16, and 725 modules by setting
two on-board rotary switches with a small
slotted screwdriver. The 711 E uses a small
push button on the module for entering
the device address.
EASY INSTALLATION
Zone Expansion Modules are mounted in
a decorative plastic housing suitable for
installing outside the panel enclosure,
such as on walls or single gang boxes. After
all wiring connections are made, the cover
snaps on to form tight-fitting protection
against incidental contact or tampering.
714-8, 714-16, 715-8, and 715-16 Zone
Expanders are housed in a rugged, 20-
gauge, cold-rolled steel enclosure.
You may also mount the 708, 710, 71 OF,
and 725 modules inside a DMP enclosure
using the 3-hole configuration and the
provided standoffs.
ZONE PROGR.AMMING
Program the zone on the modules with
any of the panel's available zone types
for use in burglary applications including
Arming type zones when used with
keyswitches.
The expansion zones are programmable
for plain English annunciation on Security
Command@ keypads connected to the
panel. Each zone can also be individually
programmed to report alarms, troubles,
and restorals to remote DMP SCS-1
Security Receivers.
708 BUS EXTENDER
MODULES
The 708 Bus Extender Modules allow you to
increase the length of wire used to run an LX-
Bus TM or keypad bus by a maximum of 4,000
feet, while providing immunity to noise on
the wires. The 708 Bus Extenders are received
from the factory as a pair of modules that
connect between the panel and LX-Bus or
keypad bus devices.
Use the 708 Modules in applications which
include running wire long distances
between buildings, in noisy environments,
or where the bus is bundled with other
wires, such as telephone company wire.
The 708 Extender can be used on all DMP
panels.
708 FEATURES
· Extends Keypad Bus or LX-Bus by 4000
feet with one pair of modules
. Connects to an auxiliary power supply for
added power
. Uses existing wire: No need to run
additional wire
. Allows twisted pair and/or shielded
wire between the 708 modules
71 Of71 OF BUS SPUTTER/
REPEATER MODULES
The 710 and 710F Bus Splitter/Repeater
Nodules allow you to expand the typical LX-
Bus TM or keypad bus installation both in the
number of devices and the length of the wire
used. Each 710/710F Module increases the
wire run to a maximum of 2,500 feet. When
using multiple modules, the total distance of
all circuits can be an incredible 15,000 feet!
710
As a splitter, the 710 provides superior
mechanical wire connecting capability for up
to three additional 12 VDC LX-Bus or keypad
bus circuits. This makes the 710 module an
excellent junction box when terminating
multiple LX-Bus™/keypad bus runs at one
location. As a repeater, the 710 module can
be installed at the end of an LX-Bus™ or
keypad bus circuit to allow an additional circuit
to be added, thus increasing the total wire
length.
710F
As well as providing all of the functions of the
710 listed above, the 710F also allows you to
use the 725 Zone Expander to expand the
number of 24 VDC zones. The 710F Bus
Splitter/Repeater allows the connection of a
24 VDC power supply to the 725 to power
smoke detectors and isolate the 24 Volt source
from the panel. Therefore, the 71 OF must be
used when using the 725 Zone Expander.
714/71 S ZONE EXPANDER.S
The 714 contains four Class B burglary zones
and is suitable for use with 5 VDC burglary
and fire devices that are normally opened or
normally closed. Individual zones are
supervised with
1 k Ohm EOL resistors and can be programmed
with any burglary or fire Zone type.
The 715 contains four Class B powered zones
and is suitable for use with 12 VDC, 2-wire
devices such as smoke or glassbreak detectors
and non-powered fire or burglary devices.
I ndividual zones on the 715 are supervised
with a 3.3k Ohm EOL resistor and can be
programmed with any burglary or fire ZOne
type.
OPTIONAL ACCESSORIES
The standard wiring harness can be replaced
with the optional718T Plug-in Screw Terminal.
The enclosure can also accommodate the 719T
Terminal Boards for the 714 or the nOT
Terminal Boards for the 715, which pass
through the wiring of the panel's LX-Bus TM. 1 K
EaL resistors are included with the 719T and
3.3K resistors are included with the nOT.
714/71 S FEATURES
. Four protection Zones on each module
. -Comes with 12 -conductor wire hamess
. Optional 12 -position screw terminal
714-8,714-16,71 S-8, AND
71 S-16 DESCRIPTION
The expanders are housed in a Model 340
locking metal enclosure and is suitable for
mounting in a remote location. Each expander
provides screw terminal strips for ZOne inputs
and data bus connections, a two position
jumper to designate connection to the keypad
bus or the LX-Bus, and an LED to indicate
communication with the panel. Separate zone
End-of-Line resistors are included with each
expander.
714-8/714-16 EXPANDERS
The 714.8 Expander contains 8 Class B Zones.
The 714-16 Expander contains 16 Class B
ZOnes. Both are suitable for use with normally
open or normally closed burglary and fire
devices. Individual zones are supervised with
an EOL resistor and can be programmed with
any Zone type.
71 S-a/71 5-16 EXPANDERS
The 715-8 Expander contains 8 Class B
powered zones. The 715-16 Expander
contains 16 Class B powered zones. Both
are suitable for use with 12 VDC 2-wire
devices, such as smoke detectors and non-
powered fire or burglary devices.
Individual zones are supervised with an
EOL resistor and can be programmed with
any zone type.
714-8, 714-16, 71 S-8, AND
71 S-16 FEATURES
. 8 or 16 protection zones per
expander
. Durable metal enclosure housing with
lock and key
· Individual screw terminals
accommodate 14 to 22 gauge wire for
easy connection
. Suitable for mounting in a remote
location
72.S 24 VDC EXPANSION
MODULE
The 725 provides four 24 VDC powered zones
that enable you to connect 2-wire smoke
detectors to the XR200, XR200-485, and
XR2400F Command Processor@ Panels. As a
result, the 725 provides you the flexibility to
retrofit a 24 Volt system without the need to
run more wire or change to 12 Volt smoke
detectors.
72.5 FEATURES
· Provides four 24 VDC zones
. Sensor reset performed through panel
relay or 716 Output Expander
. Powered from 24 VDC power supply
. SUpervised operation
. 24 Volt surge protection from 71 OF
. Provides ability to use 24 VDC 2 -wire
smoke detectors
. Easily mounted in 3-hole pattern
711 f711 E DESCRIPTION
The 711 and 711 E Zone Expansion Modules
connect to the panel's 4-wire keypad bus or
LX-Bus ™ and are set to an address that
determines the reporting zone number. The
711 and 711 E each provide one Class B Zone
for the connection of detection devices.
71 If711 E FEATURES
· Single-ZOne expander
. Rugged screw terminals accommodate 14
to ll.AWG
. Board fits in Radionics POPIT housing
. Address 711 with easy rotary switch
. Address 711 E by pressing one button
. 711 E. features address-check feature
......
=-p
Digit.. MDnitoring Products
ZONE EXPANSION MODtflE COMPARISON CHART
Refer to the chart below for a comparison of the features for each DMP Zone Expansion Module.
Nodule Address # ofZones 3-HoIe Plastic Case Operating Voltage Compatible Panels
708 N/A N/A Yes Yes 12 VDC AllDMP
710 N/A N/A Yes Yes 12 VDC AllDMP
710F N/A N/A Yes Yes 12 VDC AllDMP
711 Rotary 1 No Yes 12 VDC XRSuper6, XR20, XR40, XR200, XR2oo-485, XR2400F
711E 1-Button 1 No Yes 12 VDC XRSuper6,XR20,XR40,XR2oo,XR2oo-485,XR24ooF
714 Rotary 4, Class B No Yes 12 VDC XRSuper6, XR20, XR40, XR2oo, XR2oo-485, XR2400F
714-8 Rotary 8, Class B No Netal Enclosure 12 VDC XRSuper6,XR20,XR40,XR200,XR2oo-485,XR24ooF
714-16 Rotary 16, Class B No Netal Enclosure 12 VDC XRSuper6,XR20,XR40,XR200,XR2oo-485,XR24ooF
715 Rotary 4, Class B No Yes 12 VDC XRSuper6,XR20,XR40,XR2oo,XR2oo-485,XR2400F
715-8 Rotary 8, Class B No Netal Enclosure 12 VDC XRSuper6,XR20,XR40,XR200,XR2oo-485,XR24ooF
715-16 Rotary 16, Class B No Netal Enclosure 12 VDC XRSuper6,XR20,XR40,XR200,XR2oo-485,XR24ooF
125 Rotary 4,24 VDC Class B No Yes 12 VDC XR2oo,XR200-485,XR24ooF
...
Digital Monitoring Products
714/71 S SPECIFICATIONS
Operating Voltage 8.8 to 15.0 VDC
Operating Current
714 Average
Alarm
Average
Alarm
715
7mA + 1. 6mA per zone
7mA + 2mA per ZOne
7mA + 4mA per zone + 0.1 per 2-wire smoke
7mA + 58mA per shorted Zone + 0.1 per 2-wire
smoke + 30mA per smoke in alarm
4.5" X2.75" X 1.75"
Dimensions
714-8, 714-16, 71 S-8, AND 715-16
SPECIFICATIONS
Operating Voltage
Operating Current
714-8/16
Average 20mA + 1. 6mA per zone
Alarm 20mA + 2mA per Zone
715-8/16
Average
Alarm
8.8to 15.0VDC
20mA + 4mA per zone + 0.1 per 2 -wire smoke
20mA + 58mA per shorted zone + 0.1 per 2-wire
smoke + 30mA per smoke in alarm
Enclosure 20-Gauge cold-rolled steel
Dimensions 12.5" W x 11.5" H x 3.5" D
714-8/-16 Color Gray
715-8/-16 Color Red
u
72.5 SPECifiCATIONS .g
Operating Voltage 24 VDC Nominal i
Average Current 8mA + 4mA per active Zone 3
... Alarm Current 8mA + 4mA per active zone + 30mA per smoke in ~
alarm + 47mA per shorted device
Model 316 6.8k EaL,
~
2500 North Partnership Boulevard
Springfield, Missouri 65803-8877
3
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USTED
<8>
-
850 series Fire Pull Stations come fully
uipped with single or double action manual
ull options, with SPST contacts, and
rminal strip connections. These specialized
ST contacts are gold-plated to avoid
rrosion. The 850 is in compliance with the
test requirements of the ADA.
8505 & 850D
DESCRIPTION
The DMP 850 Series Fire Alarm Pull Station
is a high quality, die-cast metal manual
pull station available in either single or
dual action configurations with SPST
contacts and terminal strip connections.
The normally open contact, which closes
when the pull station is activated, is rated
for 1 Amp @ 30 VDC, The contacts are
gold-plated to avoid the risk of corrosion.
The 850 series has been tested by UL for
compliance to the latest requirements of
the Americans with Disabilities Act (ADA).
~..
Digital Monitoring Product;s
OPERATION
The Model 850S Single Action Pull Station
is operated by 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. The handle is reset by opening the
station with the supplied key, placing the
handle in the normal upright position, and
re-locking the station.
On the Model 850D Dual
Action Pull Station, the
push bar rotates inward
allowing the PULL handle
to be grasped in a one
handed motion.
Scored acrylic breakrods To Fire Alarm
may also be used with the Control Panel
850 series.
MOUNTING OPTIONS
A variety of mounting options are
available for the 850 series. It can be flush
mounted to a standard single gang switch
box or surface mounted in two optional
configurations. The Model 850-SB Interior
Surface Backbox or the Model 850-WP
Weatherproof Backbox both allow conduit
connection to the 850 Series Pull Stations.
PULL
Screw
Terminals
To next
device or
EOL resistor
Model 850 Wiring Diagram
ORDER.ING INFORMATION
850S Single-action pull station
850D Dual-action pull station
850-56 Interior surface sheetmetal backbox
850-WP Weatherproof surface die-cast backbox
850-AR Scored acrylic breakrods (1 dozen)
850S/711 Single-action pull station w/addressable module
850D /711 Dual- action pull station wi addressable module
Note: All models are supplied with one scored acrylic breakrod and
one key.
~
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Springfield, Missouri 65803-8877
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o
S
E S L
p R.... 0 D U -C-T- - I N F 0 R M A T
----------------..-.
· CleanMe™ remote maintenance
reporting reduces false alarms
· Smart dual fixed/rate or rise heats
work with photo chamber to catch
fires faster
· Built-in drift compensation reduces
false alarms
· Field replaceable optical chamber
mal<es servicing a snap
· Small, loW profile design blends in
with any environment
(((EleanMe™
-= COMPATIBLE
For a current fist of CleanMe
compatible control panels, go to
www.sentrol.com/products/es.
and cHck on the CleanMe logo.
o N
B U L LET
N
521 SERIES
Low Profile,
Self-Diagnostic, Two-
Wire, Photoelectric
Smo'<e Detector
with CleanMe™
UL Model numbers: 5218, 5218XT, 521CRXT
ULC Model numbers: 5288, 528BXT
~
LISTED
irU;P} California State Fire Marshal Approved
~~
The ESL 521 Series self-diagnostic, two-wire
smoke detectors are the industry's first conventional
direct-wire smoke detectors with analog features such
as remote maintenance/trouble reporting (CleanMe™),
drift compensation, and multi-criteria detection.
The 521 Series continually monitor their own sensi-
tivity and operational status, and provide a visual and
remote trouble condition if they drift out of the sensitiv-
ity range or fail internal diagnostics. This meets NFPA
72 field sensitivity testing requirements without the
need for external meters. The 521 has a unique feature
enabling it to send a signal (CleanMe) to the ESL 505
module (sold separately) when it has drifted outside of
its UL Listed sensitivity range or has failed its internal
diagnostics test. The 505 is an interface module that
will signal any panel via relays when the 521 is dirty.
Several control panels have the Clean Me software built
in, eiiminaIing the need for the 505 module. When
CleanMe is not desired, simply leave the switch on the
521 off and it will work as a normal two wire detector.
Clean Me allows the installer time to schedule a service
call and avoid a false alarm.
Time between cleaning detectors is dramatically
increased because of the 521 's built-in drift compensa-
tion. This feature, usually only available in analog
systems, allows the detector to automatically adjust its
sensitivity over time as it becomes dirty, increasing dust
life.
And when the 521 has told you that cleaning is
necessary, it's literally a snap with ESL's patented field
replaceable optical chamber.
continued
521 Series ESl Photoelectric Smoke Detectors
The multi-criteria model 521XT photoelectric smoke
.. .. detedOrlfixed rate of tisehear detectonncludes fast
response algorithms for a quick response to both flaming
and smoldering fires. Fast response algorithms allow the
heat detectors to work intelligently together with the photo-
electric smoke detector. As Soon as the heat sensor detects
a rapid rise in temperature, the sensitivity of the photoelec-
tric sensor increases allowing it to detect smaller particles of
combustion faster.
Architectural and Engineering Specifications
The ESL 521 Series photoelectric smoke detector is a low-
profile, self-diagnostic, two-wire detector that monitors its
own sensitivity and operational status. This detector meets
NFPA 72 field sensitivity requirements without the need for
external meters. Built-in drift compensation automatically
adjusts the sensitivity as the detector gets dirty. Normal
sensing OCcurs every 9 seconds. This rate doubles when a
signal exceeding the alarm threshold value is sensed. Two
additional successive signals above the threshold level will
initiate an alarm.
See installation instructions for information about correct
installation and maintenance.
The proprietary optical sensing chamber is field replaceable,
allowing quick and easy cleaning and maintenance.
Dimensions: I .
~
2" (5cm) ~ 5" (12c
L--- I
521B
521 BXT
521B-10PK
521 BXT-1 OPK
Specifications:
Product Data
Voltage ..... Dip switch 1 "on" 6.5 - 33 VDC, polarity sensitive
Dip switch 1 "off' 8.5 - 33 VDC,' polarity sensitive
Maximum ripple (pk to pk) .................................... 10% (Vo.)
Typical average standby current (24V) ......................... 70IJA
Typical alarm current (24V) ................ up to 60mA max, if not
limited by control panel
Alarm Contacts .........................500mA @ 36 VDC (resistive)
Aux. Relay contacts ............ 2A @ 30 VDC, 1 A @ 120 VAC
Sensitivity - photoelectric .................. 3.1 % + 0.50 _ 1.00%
Operating temperature ............... 320F to 1000F (00 to 3rC)
Operating humidity range ............ 0 to 95% Non-condensing
RFllmmunity ......................... 20 Vim minimum; 0-1000MHz
Color .................................................... White head and base
Field wiring size ................................................... 12-24 AWG
Detector packaging............................ 10 detectors per carton
Heat detector specifications .. Rate of rise - 150F/min and>
1050F (8.30C/min and> 40.60C)
Fixed - 1350F (5rC)
UL two-wire compatibility identifier....Dip switch 1 "on" S09A
Dip switch 1 "off'S10A, S11A
Drift compensation adjustment........................... 1.0%/ft. max
Detector head dimensions ...................... 5" (12 em) diameter
2" (5 cm) height
Mounting dimensions..................... 4.75" (12.5 cm) diameter;
0.3" (0.8 cm) height
Reset time................................................. 1 second minimum
Listings ........................................................ UL, ULC, CSFM
2-wire, photoelectric, 6-24 VDC, UL listed
2-wire. photoelectric, 6-24 VDC, multi-criteria algorithms, fixed/rate of rise heat, UL listed
10 pack of 2-wire, photoelectric smoke detectors, 6-24 VDC with CleanMeTM not individually boxed
10 pack of 2-wire, photoelectric smoke detectors, 6-24 VDC with fixed/rate of rise smart dual heat and
CleanMe not individually boxed
2-wire, photoelectric, 12-24 VDC, aux. relay, multi-criteria a'lgorithms, fixed/rate of rise heat, UL listed
2-wire, photoelectric, 6-24 VDC, ULC listed
521CRXT
528B
528BXT
Accessories
505
2-wire, photoelectric, 5-24 VDC, mu!ti-criterie e!f;crithr.-:s, fl::ed/rete of rise heat, ULC listed
401
SM-200
211
Module that interprets the 521 's CleanMe signal for panel and can convert 27wire 521 Series to 4-wire
inputs on panel
Test magnet in plastic shell for pole mounting
Smoke! in a Can@ (canned smoke) for functional testing of smoke detectors
Replacement optical chambers (set of 10)
@1998 Sentrol, Inc. Certain of the items in the Product Information Bulletin are protecied under one or more of the following patents: 5,546.074; 5.708,414;
5,798,701; 5.821.666.
SENTROL
12345 SW Leveton Dr., Tualatin, OR 97062
Tel.: 503.692.4052 Fax: 503.691.7566
http://www.sentrol.com
U.S. & Canada: 800.547.2556
Technical Service: 800.648.7424
FaxBack: 1.800.483.2495
ESL
A PRODUCT OF SENTROL
Sentrol reserves the right
to change specifications
without notice.
@1999 Sentrol
E:-3753.i=LG25K-0399
APR-17-2003 11:54
SUMMIT FIRE PROTECTION
6512511879 P.01/06
A,
SUMMIT
FAX TRANSMITTAL
FI RE: PROTEcTION
Summit Fire Protection
7301 Apollo Drive
Lino Lakes, MN 55014
Office: 651-251-1880
Fax: 651-251-1879
MN License No. C00075
WI License No. SC0000139
DATE:4/17/03
FAX NUMBER: 952-447-4245
o FOR YOUR INFOR.M:A TION
COMPANY: City of Prior Lake
ATTENTION: Paul Baumgartner
D FOR BID DUE
DATE
FROM: Chris Gillen
NUMBER OF PAGE~/I)
(INCLUDlNG TRAN TAL SHEET)
RE: Ace Hardware
Discrepancy/residual water pressure
MESSAGE:
Mr. Baumgartner,
Here are the hydraulic calculations for the Carlson Ace Hardware store re-worked using a
residual pressure of 62 psi. as opposed to 68 psi. Please call me with any questions.
SIGNED Chris Gillen
CC:
FAX:
JOB #/332.01
CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR :~:A BOVEGROUN~ PIPING
* WE. 6Y.5TEN
PROCEDURE
Upon completion of work. Inspection and tests shall be made by the contractors representative and witnessed by an owner's representative. All defects shall be corrected and
system left In service before contractor's personnel finally leave the job.
A certificate shall be filled oui and signed by both representatives. Copies shall be prepared lor approving authorities, owners and contractor. It is understood the owner's
representative's signature in no way prejudices any daim against contractor lor faulty material, poor workmanship, or failure 10 comply with approving authority's requirements
or local ordinances.
PROPERTY NAME C
^ ~.50M.
PROPERTY ADDRESS
03-rz.-o3
A~ ~A~~
DATE
ACCEPTED BY APPROVING AUTHORlTlES (NAMES)
ADDRESS
PLANS
INSTAlLATION CONFORMS TO ACCEPTED PlANS
EOUIPMENT USED IS APPROVED
IF NO, EXPLAIN DEVIATIONS
II!l"}ES 0 NO
vYES 0 NO
HAS PERSON IN CHARGE OF ARE EOUIPMENT BEEN INSTRUCTED AS TO LOCATION
OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT
IF NO. EXPLAIN
YES 0 NO
INSTRUCTIONS
HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES
1. SYSTEM COMPONENlS INSTRUCTIONS
2. CARE AND MAINTENANCE INSTRUCTIONS
3. NFPAl3A
I!" )"ES
~ES
~~
ONO
ONO
ONO
ONO
LOCATION
OF SYSTEM
SUPPUES BUILDINGS
YEAR OF
MANUFACTURER
SPRINKLERS
It
"
PIPE AND
ATTlNGS
TYPE OF PIPE
TYPEOFATTlNGS
~-ffLoc...u
s.+ &oJ 'I.D~ 1) -
.:. Oc.ATLE.T,S
@
ALARM
VALVE
OR R.OW
INDICATOR
ALARM DEVICE
TYPE
E.
MAKE
.....:: ~..__". .>~::-:~... "'~~~,:.:""'''k'~,;
MAKE
DRY VALVE
MODEL
SERIAl NQ
.....,.MAI<E .,.~ _._c,_,._ ..:_
SERIAl NO.
TIME TO TRIP'
THROUGH TEST
CONNECTION
MIN. SEC.
. AlA
PRESSURE
. TRIP POINT
AIR PRESSURE
PSI
PSI
PSI
. TIME WATER
REACHED
TEST OUTlET"
MIN. . SEe.
ALARM
OPEAArEQ
PROPERLY
YES . NO
DRY PIPE
OPERATING
TEST
WITHOUT
0.0.0.
%
WITH
a.o.o.
IF NO. EXPLAIN
"MEASURED FROM THE TIME INSPEClOR'S TEST CONNECTION IS OPENED.
85A(8-89) '~:":~''''i-'''7P.RINTEO.~~~~fg~~~-~~~~~:~~~~i:!~<!!aa~+~:';~~f~*:~~~~l:~.
APR-17-2003 11:54
SUf'lf'll T FIRE PROTECT! OtJ
~
SUMMIT
FIRE PROTECTION
SUMMIT FIRE PROTECTION
7301 APOLLO COURT
LINO LAKES MN 55014
651-251-1880
6512511879 P.02/06
Job Name
Building
Location
System
Contract
Data File
CARLSON ACE HARDWARE
NORTHWEST RETAIL AREA
11621 MAIN ST.. PRIOR LAKE MN
1 / REMOTE #1
133201
ACEHDWR.WXR
Computer Programs by Hydratec Inc.
Route 111
Windham N.H. USA 03087
APR-17-2003 11:54
sur1r'1 I T FIRE PROTECT I DrJ
P.03/06
SUMMIT FIRE PROTECTION
CARLSON ACE HARDWARE
6512511879
Page 2
Date
Hydraulic Design Information Sheet
Name - CARLSON ACE HARDWARE
Location - 11621 MAIN ST.. PRIOR LAKE. MN
Building - NORTHWEST RETAIL AREA
Contractor - SUMMIT FIRE PROTECTION
Calculated By - C.GRIMM
Construction: ( ) Combustible (X) Non-Combustible
Occupancy - RETAIL
Date - 04-17-03
System No. - 1 / REMOTE #1
Contract No. - 133201
Drawing No. - 1 OF 1
Ceiling Height - 13'-3"
s
y
S
T
E
M
(X) NFPA 13
( ) NFPA 231
Other
Specific Ruling
Lt. Haz.
NFPA 231C
Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 () EX.Haz.
( ) Figure 7-2.3.1.2 Curve 3
Made By
Date
D
E
Area of Sprinkler operation - 975
Density - 0.2
Area Per Sprinkler - 124
Elevation at Highest Outlet - 12.75
Hose Allowance - Inside
Rack Sprinkler Allowance
Hose Allowance - Outside - 250
s
I
G
N
System Type
(X) Wet
( ) Dry
( ) Deluge
( ) Preaction
( ) Other
Sprinkler/Nozzle
Make RELIABLE
Model FlFR SSU
Size 1/2"
K-Factor 5.6
Temp.Rat.l55
Note AREA REDUCTION OF 35% FOR QR HEADS w/ 13'-3" CEIL. }.,IT.
Calculation
Summary
Flow Required - 269.80 Press Required - 70.798 At BASE
C-Factor Used: 120 Overhead 140 underground
Pump Data:
W
A
T
E
R
S
U
p
P
L
Y
C
0
M
M
S R
T A
0 C
R K
A
G
E
Water Flow Test:
Date of Test - 02-28-03
Time of Test - 1:30 PM
Static Press - 78
Residual Press - 62
Flow - 1266
Elevation - 0
Rated Cap.-
@ Press
Elev.
Tank or Reservoir:
Cap. -
Elev. -
Well
Proof Flow
Location - MAIN ST. & PLEASANT ST.
Source of Information - PRIOR LAKE WATER DEPT. & SUMMIT FIRE PROTECTION
Commodity N/A
Storage Ht.
Storage Method:
Solid Piled
Class
Area
%
Single Row
Double Row
Mult. Row
Conven. Pallet
Slave Pallet
Location
.Aisle H.
Palletized It
Rack
( ) Auto. Storage
( ) Solid shelf
( ) Open Shelf
Encap.
Non
Fl ue Spac ing
Longitudinal
Clearance:Storage to Ceillng
Transverse
Horizontal Barriers provided:
Computer Programs by Hydratec Inc.
Route 111
Windham N.H. USA 030B7
APR-17-2003 11:55
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APR-17-2003 11:55
SUMMIT FIRE PROTECTION
6512511879
P.06/06
SUMMIT FIRE PROTECTION
CARLSON ACE HARDWARE
page 5
Date
Fitting Legend
Abbrev.
Name
A
B
C
D
E
F
G
H
I
J
K
L
M
N
o
p
Q
R
S
T
u
v
W
X
'{
Z
Generic Alarm Va
Generic Butterfly Valve
Roll Groove Coupling
Dry Pipe Valve
90' Standard Elbow
45' Elbow
Gate Valve
45' Grvd-Vic Elbow
90' Grvd-Vic Elbow
90' Grvd-Vic Tee
Detector Check Valve
Long Turn Elbow
Medium Turn Elbow
PVC Standard Elbow
PVC Tee Branch
PVC 45' Elbow
Flow Control Valve
PVC Coupling/Run Tee
Swing Check Valve
90' Flow thru Tee
45' Firelock Elbow
90' Firelock Elbow
Wafer Check Valve
90' Firelock Tee
Mechanical Tee
Flow Switch
Computer Programs by Hydratec Inc.
Route 111
Windhaln N.H. 11<::)) r\'l.1"I1l7
TOTAL P.06
APR-17-2003 11:58
sunf'1 I T FIRE PROTECT IOt1
6512511879 P.01/10
A"
SUMMIT
FAX TRANSMITTAL
FI RE PROTECTION
Summit Fire Protection
7301 Apollo Drive
Lino Lakes, MN 55014
Office: 651-251-1880
Fax: 651-251-1879
MN License No. C0007S
WI License No. SC0000139
DATE:4/17/03
o FOR YOUR INFORMA TION
FAX NUMBER: 952-447-4245
COMPANY: City of Prior Lake
ATTENTION: Paul Baumgartner
o FOR BID DUE
DATE
FROM: Chris Gillen
NUMBER OF PAGES: 2"1Ii
(INCLUDING TRAN~ITT AL SHEET)
RE: Ace Hardware
Discrepancv/residual water pressure
MESSAGE:
Mr. Baumgartner.
Here are the hydraulic calculations for the Carlson Ace Hardware store re-worked usin~
residual pressure of 62 psi. as opposed to 68 psi. Please call me with any questions.
SIGNED Chris Gillen
cc:
FAX:
APR-17-2003 11:58
SUi'1i'1 I T FIRE PROTECT I Otl
6512511879 P.02/10
~
SUMMIT
FIRE PROTECTION
SUMMIT FIRE PROTECTION
7301 APOLLO COURT
LINO LAKES MN 55014
651.251-1880
Job Name
Building
Location
System
Contract
Data File
CARLSON ACE HARDWARE
NORTHWEST RETAIL AREA
11621 MAIN ST.. PRIOR LAKE, MN
1 / REMOTE #1
133201
ACEHDWR.WXR
computer Programs by Hydratec Inc.
Route 111
Windham N.H. USA 03087
APR-17-2003 11:59
JMMIT FIRE PROTECTION
~RLSON ACE HARDWARE
sunfl I T FIRE PROTECT I DrJ
6512511879
P.03/10
Page 2
Date
Hydraulic Design Information Sheet
Date - 04-17-03
ame - CARLSON ACE HARDWARE
ocation - 11621 MAIN ST. PRIOR LAKE MN
uilding - NORTHWEST RETAIL AREA
ontractor - SUMMIT FIRE PROTECTION
alculated By - C.GRIMM
'onetruction: ( ) Combustible (X) Non-Combustible
Iccupancy - RETAIL
System No. . 1 / REMOTE #1
Contract No. - 133201
Drawing No. - 1 OF 1
ceiling Height - 13'-3"
(x) NFPA 13
( ) NFPA 231
Other
Specific Ruling
Lt. Haz.
NFPA 2)lC
Ord.Haz.Gp. ( ) 1 (Xl 2 ( ) 3 () Ex.Haz.
( ) Figure 7-2.3.1.2 Curve 3
Made By
Date
-1
Area of Sprinkler operation - 975
Density - 0.2
Area Per Sprinkler - 124
Elevation at Highest outlet - 12.75
Hose Allowance - Inside
Rack Sprinkler Allowance
Hose Allowance - Outside - 250
J
e:
s
I
G
N
system Type
(X) Wet
( ) Dry
( ) Deluge
( ) preaction
( ) Other
sprinkler/Nozzle
Make RELIABLE
Model FlFR SSU
Size 1/2"
K-Factor 5.6
Temp.Rat.155
Note AREA REDUCTION OF 35% FOR QR HEADS wI 13'-3" CE:IL. HT.
Calculation
summary
Flow Required - 269.80 Press Required - 70.798 At BASE
C-Factor used: 120 Overhead 140 underground
Water Flow Test:
Date of Test - 02-28-03
Time of Test - 1:30 PM
Scatic Press - 79
Residual Press - 62
Flow - 1266
Elevation - 0
pump Data:
W
A
T
E
R
S
U
P
P
L
Y
C
0
M
M
S R
T A
0 C
R K
A
G
E
Rated Cap.-
@ Press
Elev.
Tank or Reservoir:
Cap. -
Elev. -
Well
proof Flow
Location - MAIN ST. & PLEASANT ST.
Source of Information - PRIOR LAKE WATER DEPT. & SUMMIT FIRE PROTECTION
Commodity N/A
Storage Ht.
Storage Method:
Solid piled
Class
Area
\
Single Row
Double Row
Mult. Row
Con"en. Pallet
Slave Pallet
Flue Spacing
Longitudinal
Location
Aisle W.
Palletized %
Rack
( 1 Auto. Storage
( ) Sol1d Shelf
( ) Open Shelf
Encap.
Non
Horizontal Barriers Provided:
Clearance:Stor~ge to Ceiling
Transverse
Computer Programs by Hydratec Inc.
Route 111
Windham N.H. USA 03097
APR-17-2003 11:59
SUMMIT FIRE PROTECTION
6512511879
P.0,::1,/10
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APR-17-2003 11:59
SUMMIT FIRE PROTECTION
6512511879
P.06./10
UMMIT FIRE PROTECTION
hRLSON ACE HARDWARE
Page 5
Date
),tting Legend
Abbrev.
Name
A
B
C
D
E
F
G
H
I
J
K
L
M
N
o
P
Q
R
S
T
U
V
W
X
Y
Z
Generic Alarm Va
Generic Butterfly Valve
Roll Groove Coupling
Dry Pipe Valve
90' Standard Elbow
45' Elbow
Gate Valve
45' Grvd-Vic Elbow
90' Grvd-Vic Elbow
90' Grvd-Vic Tee
Detector Check valve
Long Turn Elbow
Medium Turn Elbow
PVC Standard Elbow
PVC Tee Branch
PVC 45' Elbow
Flow Control Valve
PVC coupling/Run Tee
swing Check Valve
90' Flow thru Tee
45' Firelock Elbow
90' Firelock Elbow
Wafer Check Valve
90' Firelock Tee
Mechanical Tee
Flow Switch
Computer Programs by Hydratec Inc.
Route 111
Windham N.H. USA 03087
APR-17-2003 12:00 SlJt'ln I T FIRE PROTECT I Otj 6512511879 P.07/10
UMMIT FIRE PROTECTION Page 5
~RLSON ACE HARDWARE Date
nadjusted Fittings Table
~/2 3/. 1 1 J./4 1 1/2 2 :< 1/2 3 3 1/2 <I
7.7 21.5 17.0
7 10 12
1 1 1 1 1 1 1 1 1 1
9.5 17 28
2 '2 2 3 .." 5 Ii 7 e 10
1 1 1 1 '2 :2 3 3 3 <I
1 1 1 1 :2
1 1.5 '2 :2 3 3 3.5 3.5
'2 J 4 3.5 b 5.0 e 7
4.5 6 8 8.S 10.8 13 17 16
14 14
~ 1 1 2 2 '2 3 4 5 5 6
>1 2 2 3 3 4. 5 6 1$ e
~ 7 7 7 8 9 11 12 13
:J 3 3 5 6 8 10 12 g
P 1 1 1 '2 :2 '2 3 4.
Q lEI 29 35
R 1 1 1 1 1 1 2 '2
oS 4 5 5 7 9 11 14 16 19 n
T :3 4. 5 6 8 10 12 15 17 20
U 1.8 2.2 2.6 3.4
V J.S 4.3 5 6.B
W J.0.3
X 8.5 10.8 13 16
y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22
Z '2 2 2 3 4 5 6 7 6 10
5 6 e 10 12 14 16 18 20 24
A 17 27 29
B 9 10 :1.2 19 2l
C 1 1 1 1 1 1 1 1 1 1
D 47
E 12 14 11.1 22 :27 35 40 45 50 61
F 5 7 9 11 13 17 19 :n 24 28
C 2 3 -4 5 6 7 8 10 11 13
H 4.5 5 6.5 8.5 10 18 20 23 25 30
r 8.5 10 13 17 20 23 25 23 36 40
J 21 2S 33 41 SO 65 78 88 98 120
K 36 55 45
L 8 9 13 16 18 24 27 30 34 4.0
M 10 12 16 19 22
N
0
p
Q 33
R
S 27 32 45 55 €iS 7/i 87 98 109 130
T 25 30 3S SO 60 71 81 91 101 121
1J 4.2 5.0 5.0
v 8.5 10 D
W 13.1 31.6 35.8 27.4
X 21 25 33
'i
Z 12 14 18 22 27 35 40 <15 50 61
Computer Programs by Hydratec Inc.
Route III
Windham N.H. USA 03087
APR-17-2003 12:00 SIJf'lf1 I T FIRE PROTECT I iJtl 6512511879 P.08,'10
JMMIT FIRE PROTECTION page 7
~L50N ACE HARDWARE Date
Nod~ E1eva~ion K-Fact Pt Fn Flow Denoity Area preau
No. Ac~ua1 Actual Added Reg. Rllq.
1 12.75 5.6 1~.61 na 2'\.8 .20 124 7
:2 12.15 5.6 20.62 na 25.55 .20 124 7
3 12.15 5.6 22 na 26.27 .20 124 7
4 12.75 5.6 24.56 na 27.76 .20 124 7
5 12.75 5.6 2~.39 nil 30.3' ,20 124 7
, 12.75 5.6 19.71 na. 24.86 .20 124 7
7 12.15 5.6 20.92 nil 25.62 .20 124 1
8 12.75 5.6 22.11 M 26.33 .20 124 1
9 12.75 5.6 24.68 na 27.82 .20 124 7
10 12.75 5.6 29.53 na 30.43 .20 124 7
100 11.667 50,95 na
101 1l.G61 51.19 na
102 10.333 5G.B9 na
TOR 10.333 Gl.66 na
"AL 3.25 61.84 na
BASE -8 70.8 no!.
TEST 0 66.47 na 250
'he maximum velocity is 20.27 and it occurs in the pip@ between nodeo 9 and 10
Computer Programs by Hydratec Inc.
Route 111
Windham N.H. USA 03087
APR-17-2mn 12:00 SlJf'1f'1 I T FIRE PROTECT I mJ 6512511879 P.0'3/10
JMM IT FIRE PROTECTION Page 8
a.RLSON ACE HARDWARE Date
yd. Qa Dia. Fitting Pipe pt pt
ef. "C" or Ftng's pe pv **+...*** Notes 'fI't**"'"
oint Qt I?f/UL Eqv. Ln. Total Pf Pn
1 24.80 1.104 8.000 19.612 K Factor ::; 5.6
to 120
2 24.80 0.1510 B.OOO 1. 20B Vel = B.312
2 25.55 1. 452 8.000 20.821 K Factor ;;; 5.6
to 120
3 50.35 0.1474 8.000 1.179 vel = 9.756
3 26.27 1. 452 8.000 22.000 K Factor .., 5.6
to 120
4 76.62 0.3205 8.000 2.564 Vel <: 14.846
4 27.75 1.452 8.500 24.565 K Factor = 5.6
to 120
5 104.37 0.5679 8.500 4.827 Vel = 20.222
5 30.36 1. 687 1E 5.022 33.000 :2 9.392 K Factor = 5.6
t.o 120 1T 10.044 15.066 0.469
100 134.73 0.4386 48.066 21.084 Vel '" 19.339
134.73 50.945 K Factor 18.88
6 24.66 1.104 8.000 :1.9.709 K Factor 5.6
to 120
7 24.86 0.1518 8.000 1.214 Vel = 8.332
7 25.62 1. 452 8.000 20.923 K Factor = 5.6
to 120
8 50.48 0.1481 8.000 1. 185 Vel = 9.781
8 26.33 1.452 8.000 22.108 K Factor = 5.6
t.o 120
9 76.81 0.3220 8.000 2.576 Vel = 14.882
9 27.82 1. 452 8.500 24.684 K Factor ,. 5.6
to 120
10 104.63 0.5705 8.500 4.849 Vel .. 20.273
10 30.43 1.687 1E 5.022 33.000 29.534 K Factor = 5.6
to 120 IT 10.044 15.066 0.469
101 135.06 0.4406 48.066 21.179 Vel = 19.386
135.06 51.182 K Factor '" 18.88
100 134.73 3.314 14.500 50.946
to 120
101 134.73 0.0163 14.500 0.237 Vel 5.0ll
101 135.07 3.314 3I 7.279 46.000 51.183
to 120 lJ 18.927 40.765 0.578
102 269.80 0.0591 86.765 5.132 Vel 10.035
102 3.314 21 7.279 66.000 56.893
to 120 14.55.9
TOR 269.80 0.0591 80.559 4.765 Vel c 10.035
TOR 4.31 7.000 61.6Se
t.o 120 3.068
V'AL 269.80 0.0164 7.000 0.115 Vel 5.933
Computer Programs by Hydratec Inc.
Route III
Windham N.H. USA 03097
APR-17-2003 12:00
SUMMIT FIRE PROTECTION
6512511879
P.10/10
JMMIT FIRE PROTECTION
~RLSON ACE HARDWARE
Page 9
Date
{d. Qa Dia. Ficcing Pipe PC Pc
:f. "e" or Fcng's Pe pv
::lint Qt Pf/UL Eqv. Ln. Total Pf Pn
VAL 4.026 2G 2.000 11.333 64.841
to 120 1S 22.000 36.000 4.872
BASE 269.80 0.0229 lE 10.000 47.333 1.085
BASE 4.1 1G 2.907 40.000 70.79B
to 140 IT 29.067 31.974 -3.465
TEST 269.80 0.0158 71 . 974 1.135
250.00
519.80 68.468
***.-** Notes *****.
Vel .,
6.800
Vel =
6.556
Qa = 250.00
K Factor = 62.82
rnmnuter Proorame bv Hvdratec Inc.
Route 111
Windham N.H. USA 03087
TOTAL P. 10
9 ?',
SUMMIT
FIRE PROTECTION
LETTER OF TRANSMITTAL
TO:
3-1r-;-03
C JT1l\F- Pp:.Itj)JL I fi rB-
I~. zco E.4bLE C 12~G IC- A \J~
Yrz \0 tL L A IL? I /'-1 N 5.S" 3? 2.
,
BtrJ0, DE-PT,
JOB
NUMBER:
DATE:
JOB NAME:
/'3~201
{?Al-R-LSOJ-.J Ac~ tI AR.P/,,;..'~RE-
-.l1~2-1 f-tAlkl ~(,
Ptz-l OR L~CE::- I ,'-1 bJ 5S-3 7 2.
ADDRESS:
ATTN:
Please find enclosed the following:
bd Shop Drawings
Prints /1
. Other l _/-talC
Copies Date
3-1 -
B
Copy of Letter
Change Order
B
Plans
Specifications
Description
~
For Approval
For your use
As requested
For bids due
~
Approved as submitted
Returned for corrections
For your review
Remarks:
HAIL PL~,v5 + Pe.E-A/\ ,\ t;, A.VU~E-C:;S
Signed:
~~,r---.,
7301 APw.oCoon ~
LINO LAKES, MN 55014 ~
PHONE 651.251.1880 . FAX 6S 1.251.1879 j
~
6301 BANDEL ROAD NW #503
ROCHESTER, MN 55901
PHONE 507.280.0622. FAX 507.280.0577
1617 FRST AVE. No. Stm B
FARGO, NO 58102
PHONE 701.293.Q138 . FAX 701.293.0142
Plan Review Comments
Carlson Hardware
1. Separate permits are required for fire alarm system.
2. The 1999 addition ofNFPA 13 shall be the standard
3. It is the responsibility ofthe fire sprinkler contractor to flush all mains, supplies,
and branch lines to insure the proper operation of the system.
4. All materials shall be tested and approved for the intended use.
5. Provide approved audible sprinkler flow alarm at the Fire Department connection
and through out the building.
6. All valves alarms controlling supply lines, water flow alarms, trouble signals shall
be monitored in an approved manor.
7. The fire sprinkler contractor shall provide to the City of Prior Lake a list of all
monitored items at the sprinkler final.
8. Fire alarms shall be interconnected to all mechanical fire dampers
9. Inspector's test shall be located in an approved remote location.
10. Seal all penetrations in rated walls and ceilings.
11. Note approved location of the Fire Department Connection (FDC)
12. Call (952) 447-9850 for inspections. 24 hr. notice required
13. Provide sprinkler protection for all concealed combustible spaces.
14. Provide full sprinkler protection in storage areas.
15. All control valves shall be protected from tampering in an approved manor.
White - Building
Canary - Engineering
Pink - Planning
Tht Crnlf'r of the L.kr ('nunlf)'
NAME OF APPLICANT
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
J~J -:f~ ~O~Vf'-'
~--/~3
APPLICATION RECEIVED
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
/ {,J-! / '177c~(1/fV
Accepted
Accepted With Corrections ;X-
Denied
a
Date:
-:5 - fer -0/
Reviewed By:
Comments: _
W $ ~cu:k&
~~
"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."
Professional
DesigtLGroup-
Arch itects/Eng i neers
February 5, 2003
Mr. Bob Hutchins, Building Inspector
City of Prior Lake
16200 Eagle Creek Avenue SE
Prior Lake, MN 55372-1714
Re: Carlson Ace Hardware
Building Addition
Prior Lake, Minnesota
PDG Project No. 99129.03
Dear Mr. Hutchins:
It is our understanding in conversation with the Owner that the average occupancy of the
business is less than ten (10). We are, therefore, suggesting that the existing unisex toilet room
is adequate for the existing use.
We base our opinion on UBC Chapter 29-A, Footnote No.3.
Please contact me if you have any questions.
Sincerely,
PROFESSIONAL DESIGN GROUP, INC.
t/t
..-
C. Richard Elias, AlA
cc: Bernie Mahowald, Mahowald Builders
105 East Fourth Street, Suite 200 PO Box 641
Bus. (507) 645-2298 Fax. (507) 645-2393
Northfield. Minnesota 55057
www.profdesign.com
FROM
MRHOWRLD COMPRNYS
PHONE NO.
952 447 2783
Dec. 13 2002 12:43PM Pi
FAX COVER SHEET
MAHOWALO BUILDERS, 'file.
7B77 West 150th St.
Prior Lake, Mn. 55372
Phone 952-447-2788
Fa~ 952.447.2783
I SEND TO
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FROM MAHOWALD COMPANYS
PHONE NO.
952 447 2783
Dec. 13 2002 12:43PM P2
IT=
=CO
INSTANT TESTING C01\1PANY
4000 BEAt! D'RUE DRrVE . EAGAN. MN 55122
PHONE: (612) 4S4-~544 . F-"'AX: (612) 452.1826
Mahowald Builders Inc.
7877 West 150th street
Prior Lake, Minnesota 55372
December 9, 2002
RE: Carlson Hardware Building Addition
Prior Lake, Minnesota
" -- As';req~est-e-d-,~tt-e-~lSi t-s- .w.er~- ..c..o:nd:u.c.t..e.d...o~ece~er 2 &~" ~002'_J:.o ....
evalua.te soils and inspect f.ooting forms and reinforce.l1lent steel.~= !~~
an addition tb the existing commercial building. Construction plans
prepared by the Professional Design Group dated 9/26/02, were
available for review at the site during the course of our inspections.
12/2/02:
A inspection was ~onducted to evalu~te the soils within the footing
lines.of the new construction. The build area had been excavated to
proposed footing el~vation along the west line, with approx 2 feet
required on the remaining footing lines. Base soils consisted of a
loamy sand and gravel below optimum moisture. Probes conducted at
random indicated acceptable consolidation throughout the footing lines
and the observed soils were approved for footing form placement.
12/3/02:
Perimeter strip footings, had been formed and reinforced per detail
WF-3 (south & east) 3' x l' W/S - #5 oont., WF-2 (north) 2'-6" x I'
wj3-#S cont_ and WF-l (west) 2' X l' W/2 - #5 cont. A 7' x 7' pad had
been fbrmed integral with the strip footings at the southeast corner.
Observations indicated that the rods for the WF-3 sections had been
placed at a single level within the forms. The contractor was advised
and the.rods .were.changed to 3 upper and 2 lower. The vertical. dowels
"*b""'i;::'.W1.1i.~'1Je "pla~-,.:r.~.,;",.,.~t:'h.-':Cnncrete.~~.is'-wi~bjJlJh~for~s~-2i.s-..-the . lower. . .
rods, wi th a 90 degree leg perpendicular to the continous rods are ""._-'"
difficult to maintain in a vertical position during the pour. With
the correction, all reinforcement steel was correct per quantity, size
and spacing. The rods were suspended from form braces ~ith a 3 inch
clearance maintained through. Where required, rods had 15 diameter
overlaps (24 inches) and where secur~ly wire tied.
In our opinion the observed subgrade soils are acceptable and will
provide the required loadbearing capacity, and all forms and
reinforcement was satisfactory and appropriate for the application and
in compliance with the project plans or accepted engineering
standards.
cc: city of Prior Lake Building Inspections
miles. (2 trips)
FROM MRHOWRLD COMPRNYS
PHONE NO.
952 447 2783
Dec. 13 2002 12:44PM P3
IJ C=O
INSTANT TESTING COMPANY
4000 Beau D'Rue Drive. Eagan, Minnesota 55122
Fax: 651452-1826
Telephone: 651454-3544
Field Inspection Report
Client Name: Bernie Mahowald
Mahowald Construction
7877 150th Street W.
Prior Lake, MN 55372
Site Location: OK Hardware
Main Street
Prior Lake, MN
Date of Inspection: December 11, 2002
Time: 9:30 A.M.
Field Observations :
(1) This inspection was for an addition to the south of the Downtown OK Hardware in Prior Lake. The
addition includes a basement and an addition at the main level as well. It extends to the limits of
the property.
(2) Mahowald Construction had completed the lower level addition, compacted the granular soil and
set the footing forms for the stairs and the south edge of the structure. The north footings which
will abut the existing south wall were not prepared due to lack of operating room between four
businesses.
(3) All the granular soils were probed and all were found to be solid enough to proceed with pouring
concrete for the footings.
(4) It is understood that the excavation for the columns abutting the existing south wall will be ready
tomorrow (Thursday). It was decided that this and subsequent reports will be forwarded to Paul
Baumgartner, an inspector for Prior Lake.
Reported By: Daniel J. Naughton, P.E.
Charge cod..:
iJ60El Engin<i!er: 2 "ours
": ,'.... .
"..o;;~;=tM~,~'~I.~+:;' ',:,' ,,'
FROM : MAHOWALD COMPANYS
l2/12/2~a2 ~1:43 5a7645239~
PHONE NO. 952 447 2783
~ur l.Jt:.:;:d l2'l \2'(Ul.t"'
Dec. 13 2002 12:44PM P4
P"'I-I'o':II::. "a
Profellioftal
J1JIiIll 't9Gi!
AtOllnecll1l!ngln..rl
Fax Transmittal
n.br './Z -/z- 07-
Project No.: ?~/Z9. 03
N1ID1ber of Pap (lDc1udiq Covet Sheet):
'2-
pLEASE DELIVER TRANSMISSION TO:
Illdividual: ~k~b I r
CompUly: d l#otvltL/) ~t//~/Jf1!S
From Individual' AI / ~ e-
At: ;;IJ r.;::,
DeseripdQII: C#4?.u.c~ '7b r~L),4"""/'-'Y AA~ 5'lIt?td/N~
mrr/A/t;. .~~ A/Ftu / L!Jr~""IJN 5_
IfrltDe is Q F"obJ~". with lIds l~tlM1IIU,tD". plea" CDIIfllct MOllica III (507) 645.2298.
1lJ1!l east Fou"'~ S1r.. Suit. 20CI !to Bal141 NOPlhlield, fw1inr'l!lsata 55057
Bu.. (507) &4S.12H Fu. (&07) 145.2a83
FROM : MAHOWALD COMPANYS
12/~2/2eB2 07:43 5e76452393
PHONE NO. 952 447 2783
PROF DE5~e'I GROUP
Dec. 13 2002 12:45PM P5
PAGE 02
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FROM MAHOWALD COMPANYS
PHOtlE tn
952 447 2783
Dec. 19 2002 07:26PM P2
lIto
INSTANT TESTING COMPANY
4000 Beau D'Rue Drive. Eagan, Minnesota 55122
Telephone: 651 454-3544
Fax: 651 452-1826
Field Inspection Report
Client Name: Bernie Mahowald
Mahowald Construction
7877 150lh Street W.
Prior Lake, MN 55372
Site Location: Carlson Ace Hardware
Prior Lake, MN 55372
Date of Inspection: December 12,2002
Time: 900 A.M.
Field Observations :
(1) This week's inspections are for an addition to the south of the Ace Hardware in Prior Lake. The
addition includes a basement and an addition at the main level as well. It extends to the limits of
the property.
(2) On December 11 the inspection was made of the west portion of the footings and a stairway to
the lower level. On December 12 footings and related stairway structures completing the addition
were inspected. These included three column footings adjacent to the existing outside building
wall and the top end of the stairs.
(3) All the granular soils were probed and all were found to be competent. The City of Prior Lake prior
to our arrival had reviewed the site and found no concerns.
Reported By: Daniel J. Naughton, P.E.
Charge codes:
./
#701 Mobilization; 0
#612 Mileage: 34 mi.
#609 Engineer: 1.5 hou~
IT=
=co
INSTANT TESTING COMPANY
..woo BEAU D' RUE DRIVE . EAGA:'\, \1\' 551 =~
PHONE: (612).+5.+-<5.+.+ . FAX: (612).+52-1~26
Mahow~ld Builders Inc.
7877 West 150th street
Prior Lake, Minnesota 55372
December 9, 2002 ~
-0
~
RE: Carlson Hardware Building Addition
Prior Lake, Minnesota
As requested, site visits were conducted on December 2 & 3 2002 to
evaluate soils and inspect footing forms and reinforcement steel for
an addition to the existing commercial building. Construction plans
prepared by the Professional Design Group dated 9/26/02, were
available for review at the site during the course of our inspections.
12/2/02:
A inspection was conducted to evaluate the soils within the footing
lines of the new construction. The build area had been excavated to
proposed footing elevation along the west line, with approx 2 feet
required on the remaining footing lines. Base soils consisted of a
loamy sand and gravel below optimum moisture. Probes conducted at
random indicated acceptable consolidation throughout the footing lines
and the observed soils were approved for footing form placement.
12/3/02:
Perimeter strip footings, had been formed and reinforced per detail
WF-3 (south & east) 3' x l' W/5 - #5 cont., WF-2 (north) 2'-6" x l'
W/3-#5 cont. and WF-l (west) 2' x l' W/2 - #5 cant. A 7' x 7' pad had
been formed integral with the strip footings at the southeast corner,
Observations indicated that the rods for the WF-3 sections had been
placed at a single level within the forms. The contractor was advised
and the rods were changed to 3 upper and 2 lower. The vertical dowels
will be placed once the concrete is within the forms. as the lower
rnds, with a 90 degree leg perpendicular to the continous rods are
difficult to maintain in a vertical position during the pour. with
the correct~on, all reinforcement steel was correct per quantity, size
and spacing. The rods were suspended from form braces with a 3 inch
clearance maintained through. Where required, rods had 15 diameter
overlaps (24 inches) and where securely wire tied.
In our opinion the observed subgrade soils are acceptable and will
provide the required loadbearing capacity, and all forms and
reinforcement was satisfactory and appropriate for the application and
in compliance with the project plans or accepted engineering
standards.
Sincerely,
I t nt Testing
CC: City of Pr or Lake Building Inspections
miles (2 tr-ips
IJC=O
INSTANT TESTING COMPANY
Telephone: 651 454-3544
4000 Beau D'Rue Drive · Eagan, Minnesota 55122
Fax: 651 452-1826
Field Inspection Report
812.
Client Name: Bernie Mahowald
Mahowald Construction
7877 150th Street W.
Prior Lake, MN 55372
Site Location: OK Hardware
Main Street
Prior Lake, MN
Date of Inspection: December 11, 2002
Time: 9:30 AM.
Field Observations :
(1) This inspection was for an addition to the south of the Downtown OK Hardware in Prior Lake. The
addition includes a basement and an addition at the main level as well. It extends to the limits of
the property.
(2) Mahowald Construction had completed the lower level addition, compacted the granular soil and
set the footing forms for the stairs and the south edge of the structure. The north footings which
will abut the existing south wall were not prepared due to lack of operating room between four
businesses.
(3) All the granular soils were probed and all were found to be solid enough to proceed with pouring
concrete for the footings.
(4) It is understood that the excavation for the columns abutting the existing south wall will be ready
tomorrow (Thursday). It was decided that this and subsequent reports will be forwarded to Paul
Baumgartner, an inspector for Prior Lake.
Reported By: Daniel J. Naughton, P.E.
~FE
Charge codes:
-.../
#701 Mobilization: 1
#612 Mileage: 34 mi.
#609 Engineer: 2 hours
24 Hour Service
. Commercial
. Industrial
. Residential
70tat ';iu AfJtufUut
'~
~
, , /.
4.~~V,.'tJ.
921 9th Ave. North · P.O. Box 680
Brandon, SO 57005
Business: (605) 582-2400
Fax: (605) 582-7360
LETTER OF TRANSMITTAL
DATE: January 24, 2003
A TTN: Paul
TO: RE: Bluff Heights Apartments
City of Prior Lake Prior Lake, MN
Buildin2; Code Dept.
1600 Ea2;le Creek Ave.
Prior Lake, MN 55372
GENTLEMEN:
WE ARE SENDING YOU: 0 Attached 0 Under separate cover via
the following items:
o Shop drawings
o Copy of letter
o Prints
o Plans 0 Samples 0 Specifications
o Other
o Change order
COPIES DATE NO. DESCRIPTION
I 1-24 Sprinkler Head Sheet
1 1-24 Dry Valve Sheet
I 1-24 Ames 1000 Detector Check Valve Sheet
THESE ARE TRANSMITTED as checked below:
o For approval
o Approved as submitted
o Resubmit_copies for approval
o For your use
o Approved as noted Samples 0 Submit_copies for distribution
o As requested
o Returned for corrections
o Return_corrected prints
o For review and comment
o FOR BIDS DUE
20_ 0 PRINTS RETIJRNED AFTER LOAN TO US
REMARKS
COPY TO
SIGNED:
l)af ~
Quality after the sale puts our company above the rest.
---.J
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QUICK RESPONSE
AUTOMATIC SPRINKLERS
MODEL ND BULB SPRAY SERIES
DRY TYPE
PENDENT
RECESSED PENDENT
LOBE@
FIRE SPRINKLER
CORPORATION
DESCRIPTIONAND OPERATION
The Globe Quick Response Model ND Dry Type Pendent Sprinkler is designed
for use in special applications such as freezing environments and conditions where
sediment or foreign materials might accumulate in ordinary drop nipples.
The Globe Quick Response Model ND Dry Type Pendent Sprinkler utilizes a 3mm
frangible glass ampule as the thermosensitive element. This provides sprinkler
operation approximately six times faster than ordinary sprinklers. At the ampule's
rated temperature, the sprinkler opens releasing the bulb seat, causing the inner tube
and stabilizer bar assembly to move, allowing the spring assembly to pivot alongside
the inner tube. At this time, water flows through the sprinkler and is distributed by
the deflector in an approved discharge pattern. While the Quick Response Sprinkler
provides an aesthetically pleasing appearance, it can be installed wherever standard
spray sprinklers are specified but offers the additional feature of greatly increased
safety to life. Quick Response Sprinklers should be used advisedly and under the
direction of approving authorities having jurisdiction.
The heart of Globe's Model ND sprinkler proven actuating assembly is a
hermetically sealed frangible glass ampule that contains a precisely measured amount
of fluid. When heat is absorbed, the liquid within the bulb expands increasing the
internal pressure. At the prescribed temperature the internal pressure within the
ampule exceeds the strength of the glass causing the glass to shatter. This results in
water discharge which is distributed in an approved pattern.
TECHNICAL DATA
See reverse side for Approvals and Specifications.
Temperature Ratings - 1350F (5rC), 1550F (680C), 2000F (930C),
2860F (14IOC).
Water Working Pressure Rating - 175 psi (12 Bars).
Factory tested hydrostatically to 500 psi (34 Bars).
Maximum low temperature glass bulb rating is -6rF (-550C).
Frame - bronze Deflector - brass Screw - brass
Bulb seat - brass Spring assembly - teflon coated nickel alloy and brass
Bulb - glass with alcohol based solution, 3mm Orifice insert - brass
3/4" NPT or I" NPT Stabilizer bar - bronze
Outer tube - galvanized steel pipe Inner tube - stainless steel
QUICK RESPONSE
SURFACE SLEEVE
MOUNT & SKIRT
QUICK RESPONSE
EXTENDED RECESSED
SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING
CLASSIFICATION AVAILABLE SPRINKLER BULB COLOR N.F.P.A. MAXIMUM
TEMPERATURES CEILING TEMPERATURE
ORDINARY 135OF/155OF 57OC/68OC ORANGE/RED IOOoF 380C
INTERMEDIATE 2000F 930C GREEN 1500F 660C
HIGH 286 OF 1410C BLUE 2250F 1070C
4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658
AUGUST 1999 A-25ND
517-846-4583 · FAX 517-846-9231
BULLETIN ASB-NDP-QR, REV. #1
QUICK RESPONSE
A UTOMATIC SPRINKLERS
MODEL ND BULB SPRAY SERIES
DRY TYPE
PENDENT
RECESSED PENDENT SPECIFICATIONS
ORIFICE SIZE NOMINAL "K" FACTOR THREAD SIZE LENGTH*** FINISHES
Factory Bronze
1/2" (15mm) 5.6 (80 metric) *Satin Chrome
I" NPT Variable Bright Chrome
STANDARD to 48" White Polyester+
17/32" (20 mm) 8.1 (116 metric) Black Polyester+
*Lead Coated
NOTE: METRIC CONVERSIONS ARE APPROXIMATE.
3/4" NPT IS AVAILABLE FOR S.6K (8./K PENDING) UPON REQUEST.
ApPROVALS
'FINISHES AVAILABLE ON SPECIAL ORDER.
**W IV< COATING Ul AND CaUL LISTED UP TO 200'F.
***Ul AND C-Ul LISTED FOR UP TO A 48" "A" DIMENSION.
+AVAILABlE AS Ul LISTED CORROSION RESISTANT WHEN
SPECIFIED ON ORDER.
STYLE ORIFICE 1350F 1550F 2000F 2860F U.L.~ CANADIAN
SIZE 570C 680C ... 9JOC 1410C U.L.~ ...
1/2" X X --- X X X X ---
PENDENT
17/32" X X --- X X X X ---
RECESSED 112" X X --- X X X X ---
PENDENT 17/32" X X X X X X
--- ---
ILlSTED FOR ALL HAZARDS.
CROSS SECTIONS
lEt: \/fI"IH SoW[ OUnLl SIZ[
AS Sf"Il'lNlCl[1l' THftEAD 'SIZ[
1/.-" ,. O&A.
[SCU1C1-1(ON Sl-iOWtl
WowtllEIf /IH'f 'NP(
....y BC VSE:D
PENDENT
SLEEVE & SKIRT PENDENT
LOBE@
FIRE SPRINKLER
CORPORATION
AUGUST 1999
IMPORTANT INSTALLATION DATA
Globe Model NO Dry Pendent sprinklers should be
installed in accordance with the requirements set forth in
:\'':'~,~..~:k' NFPA 13. These sprinklers are to be installed using a pipe
wrench applied to the outer tube. When this is not possible.
the proper sprinkler head wrench may be used with extreme
care for lengths up to approximately 18". Excessive force
may distort the frame thus destroying the unit.
The Model ND Dry Sprinkler must not be installed in a
short radius 90. elbow.
For further important installation data. please refer to our
Dry Sprinkler Caution Sheet.
ORDERING INFORMATION
,. "'N.
T 3/.- IIWC.
RECESSED PENDENT
] 7/]2" l*.
EXTENDED PENDENT
PRINTED U.S.A.
SPECIFY
Quantity Model Number Style
Orifice Temperature Finishes desired
Quantity - Wrenches - PIN 3330 I 0
Quantity - Recessed Wrenches. PIN 3330 II
Escutcheons desired
"A" Dimension
GLOBE@ PRODUCT WARRANTY
Globe agrees to repair or replace any of its own manufac-
tured products found to be defective in material or workman-
ship for a period of one year from date of shipment.
For specific details of our warranty please refer to Price
List Terms and Conditions of Sale (Our Price List).
4077 AIRPARK DRIVE. STANDISH. MICHIGAN 48658
517.846-4583 FAX 517-846-9231
'.800.248-0278 www.globesprinkler.com
BULLETIN ASB.NDP-QR, REV. #1
LOBE:
... FIRE SPRINK...ER
CORPORADON
QUICK RESPONSE
AUTOMATIC SPRINKLERS
MODEL GL5643, GL8143
DRY TYPE
VERTICAL SIDEWALL
UPRIGHT & PENDENT
--
DESCRIPTION AND OPERATION
The Globe Quick Response GL Series Dry Type Vertical Sidewall Sprinkler is
designed for use in special applications such as freezing environments and conditions
where sediment or foreign materials might accumulate in ordinary drop nipples.
The Globe Quick Response GL Series Dry Type Vertical Sidewall Sprinkler utilizes
a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler
operation approximately six times faster than ordinary sprinklers. At the ampule's
rated temperature, the sprinkler opens releasing the bulb seat, causing the inner tube
assembly to move, allowing the spring assembly to pivot alongside the inner tube. At
this time, water flows through the sprinkler and is distributed by the deflector in an
approved discharge pattern. While the Quick Response Sprinkler provides an
aesthetically pleasing appearance, it can be installed wherever standard spray sprin-
klers are specified but offers the additional feature of greatly increased safety to life.
Quick Response Sprinklers should be used advisedly and under the direction of
approving authorities having jurisdiction.
The heart of Globe's GL Series sprinkler proven actuating assembly is a hermeti-
cally sealed frangible glass ampule that contains a precisely measured amount of fluid.
When heat is absorbed, the liquid within the bulb expands increasing the internal
pressure. At the prescribed temperature the internal pressure within the ampule
exceeds the strength of the glass causing the glass to shatter. This results in water
discharge which is distributed in an approved pattern.
QUICK RESPONSE
DRY UPRIGHT
SIDEWALL
TECHNICAL DATA
. See reverse side for Approvals and Specifications.
. Temperature Ratings - 1350F (57"C), 1550F (680C), 1750F (790C)
2000F (930C), 2860F (141 OC).
. Water Working Pressure Rating - 175 psi (12 Bars).
. Factory tested hydrostatically to 500 psi (34 Bars).
. Maximum low temperature glass bulb rating is -67"F (-550C).
. Frame - bronze . Deflector - brass . Screw - brass
. Bulb seat - brass . Spring - teflon coated nickel alloy
. Retainer - brass · Pin - stainless steel · Torsion spring - stainless steel
· Bulb - glass with alcohol based solution, 3mm . Orifice insert - brass
. 3/4" NPT or 1" NPT. Outer tube - galvanized steel pipe
. Inner tube - stainless steel
QUICK RESPONSE
DRY PENDENT
SIDEWALL
. SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING
CLASSIFICATION
AVAILABLE SPRINKLER
TEMPERATURES
BULB COLOR
N.F.P.A. MAXIMUM
CEILING TEMPERATURE
ORDINARY
INTERMEDIATE
HIGH
ORANGE/RED
YELLOW/GREEN
BLUE
4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658
OCTOBER 2002 A-59
989-846-4583 · FAX 989-846-9231
BULLETIN GL5643, REV. #3
NOMINAL "K" FACTOR THREAD SIZE LENGTH*** FINISHES
Factory Bronze
5.6 (SO metric) *Satin Chrome
I" NPT Variable Bright Chrome
STANDARD to 4S" White Polyester+
S.I (116 metric) Black Polyester+
*Lead Coated
--
QUICK RESPONSE
AUTOMATIC SPRINKLERS
MODEL GL5643, GL8143
DRY TYPE
VERTICAL SIDEWALL
UPRIGHT & PENDENT
SPECIFICATIONS
NOTE: METRIC CONVERSIONS ARE APPROXIMATE.
3/4" NPT OUTLET IS AVAILABLE UPON REQUEST.
ApPRO~LS
'FINISHES AVAILABLE ON SPECIAL ORDER..
".UL AND C-UL LISTED FOR UP TO A 48" "A" DIMENSION.
+AVAILABLE AS UL LISTED CORROSION RESISTANT WHEN
SPECIFIED ON ORDER.
STYLE SIN K 1350F 1550F 1750F 2000F 2860F cULus s
MODEL FACTOR 570C 680C 790C 9JDC 1410C
VERTICAL GL5643 5.6 X X X X X X
SIDEWALL GL8143 8.1 X X X X X X
S '4" NPT x 5.6K ORIFICE AND 1" NPT x B.1K ORIFICE UL LISTED FOR ORDINARY HAZARD.
PENDENT VERTICAL SIDEWALL UL AND C-UL LISTED FOR 6' MIN. SPACING.
UPRIGHT VERTICAL SIDEWALL UL AND C-UL LISTED FOR 9' MIN. SPACING.
CROSS SECTIONS
"
".JV'.
PENDENT
UPRIGHT
It(WITHs.u,l(OIIll..ET$ll(
I>SSPRIN!(LE:AlllRU.DSlZ[
TWO PIECE
ESCUTCH(ON
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ASSPRINKLERTH~SIl[
I
','
IIlIN,J/4"
,o;J,,,,.,..
2 ~/I' lIW(.
SLEEVE & SKIRT
PENDENT
EXTENDED PENDENT
.'
..... LOBE-
.. ...... ._Sl'lUNliUll
coRroaTlON ,
OCTOBER 2002
PRINTED U.S.A.
IMPORTANT INSTALLATION DATA
Globe GL Series Dry Vertical sprinklers should be in-
stalled in accordance with the requirements set forth in
NFPA 13. These sprinklers are to be installed using a pipe
wrench applied to the end fitting. When this is not possible,
the proper sprinkler head wrench may be used with extreme
care for lengths up to approximately 18". Excessive force
may distort the frame thus destroying the unit.
The GL Series Dry Sprinkler must not be installed in a
short radius 90' elbow. When installing in other than an iron
tee, the clearances between the end of the sprinkler and
fitting should be checked.
For further important installation data, please refer to our
Dry Sprinkler Caution Sheet.
ORDERING INFORMATION
SPECIFY
. Quantity . Model Number . Style
. Orifice . Temperature . Finishes desired
. Quantity - Wrenches - PIN 333010
. Escutcheons desi red
. "A" Dimension - Distance from face of fitting to the
finished ceiling line regardless of esctucheon used; "B"
Dimension - Distance from face of fitting to the top of
the deflector.
GLOBE@ PRODUCT WARRANTY
Globe agrees to repair or replace any of its own manufac-
tured products found to be defective in material or workman-
ship for a period of one year from date of shipment.
For specific details of our warranty please refer to Price
List Terms and Conditions of Sale (Our Price List).
4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658
989-846-4583 FAX 989-846-9231
1-800-248-0278 www.globesprinkler.com
BULLETIN GL5643, REV. #3
U CENTRAL BV-QR & BVLO-QR 5-01
Model BV-QR & BVLO-QR
4.2, 5.6 & 8.0 K-factor
Quick Response
Standard Coverage [ENTRAL
Upright, Pendent & Rec. Pendent 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
~ General
~ Description
The Central Model BV-QR. 4.2 & 5.6
K-factor (7/16" & 1/2" orifice) & Model
BVLQ-QR, 8.0 K-factor (17/32" orifice),
Upright, Pendent, and Rec. Pendent
Sprinklers are quick response - standard
coverage, decorative glass bulb type
spray sprinklers designed for use in light &
ordinary hazard, commercial occupancies
such as banks, hotels, shopping malls etc.
The recessed version of the Central Model
BV -QR, intended for use in areas with a
finished ceiling, uses a two-piece Model
BV Res/OR Recessed Escutcheon
(Vented or Unvented). The Model BV
Res/OR Recessed Escutcheon provides
up to 3/8 inch (9,5 mm) of total adjustment
from the flush pendent position. The
recessed version of the Central Model
BVLD-OR, 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 exposed 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. Consequentiy, 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 sufficientiy to shatter the
glass bulb, which then allows the sprinkler
to activate & flow water.
WARNING
The Model BV-QR & BVLO-QR Upright,
Pendent & Rec. Pendent Sprinklers
described herein must be installed and
maintained in compliance with this
document, as well as with the applicable
standards of the National Rre 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 GASKETED SPRING
ASSEMBLY PLATE
(BELLEVILLE
SEAL)
Standard Spray
Upright, Pendent
& Rec. Pendent
Sprinklers
No.1-7.0 18 i.
~Design
1:.3 Criteria
The Model BV-OR & BVLQ-OR Upright,
Pendent & Rae. Pendent Sprinklers are
Ouick Response, Standard Coverage.
Spray Sprinklers intended for fire
protection systems designed in
accordance with the standard installation
rules recognized by the applicable Usting
or Approval agency.
The 4.2 K-Factor, Model BV-OR
Sprinklers (Ref. Table 1) are UL & ULC
listed and NYC Approved for use in
accordance with current NFPA standards.
The 5.6 K-Factor, Model BV-QR
Sprinklers (Ref. Table 1) are UL & ULC
listed and NYC Approved for use in
accordance with current NFPA standards,
and FM Approved for use in accordance
with the FM Loss Prevention Data Sheets.
The 8.0 K-Factor, Model BVLD-OR
Sprinklers (Ref. Table 2) are UL & C-UL
listed for use in accordance with current
NFPA standards, and FM Approved for
use in accordance with the FM Loss
Prevention Data Sheets.
The Model BV-QR & BVLQ-QR
Sprinklers can be used with any metalic
flush or extended escutcheon, provided
the maximum ceiling to top of sprinkler
deflector dimension specified in NFP A 13
is maintained. For recessed applications,
only the Model BV Res/OR Vented or
Unvented, (for 4.2 & 5.6 K-factor
sprinkers) and ELO (for 8.0 K-factor
sprinklers) Recessed Escutcheon
Assemblies may be used.
NOTE
Inquiries conceming the appropriateness
of polyester coated sprinklers for a given
corrosive environment should be
submitted to the attention of the T echnicaJ
Services Department. Polyester coated
sprinklers are not suitable for use in open
sprinkler applications.
~ Installation
The Model BV-QR & BVLD-OR 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 should be
present. The diameter of the air bubble is
approximately 1/16 inch (1,6 mm) for the
1350F/57"C to 31.32 inch (2,4 mm) for the
250oF/1210C rating.
A leak tight 1/2 inch NPT sprinkler joint
should be obtained with a torque of 7 to 14
ft.lbs. (9,5 to 19,0 Nm). A maximum of
(Continued on Page 4)
.
Figure 3 - Model BVLO-OR, Upright, Pendent &
Rec. Pendent Sprinkler
2-1/8"
(54,0 mm)
L
L 1-3/16" ~
(30,2 mm)
ELEVATION VIEW
3/8" (9,5 mm)
Min.
1-1/8" (28,6 mm)
Max.
Table 2 - Laboratory Listings and Approvals, Model BVLO-QR
SPRINKLER FINISH & STYLE
Temperature Bulb Natural Chrome Polyester Recessed
Rating Color Code Brass Plated Coated
135OFi570C Orange 1,2,3 1,2,3 1,2,3 1,2,3
155OF/68OC Red 1,2,3 1.2,3 1,2,3 1.2,3
175OF/79OC Yellow 1,2,3 1,2,3 1,2,3 1,2,3
200oF/93OC Green 1,2,3 1,2,3 1,2,3 1,2,3
250oF/121OC Blue 1,2,3 1,2,3 1,2,3 -.......
1. Listed by Underwriters Laboratories, Inc.
2. Listed by Underwriters Laboratories for use in Canada (C-UL).
3. Approved by Factory Mutual Research Corporation.
19 F
Figure 2 - Model BV-QR, Upright, Pendent & Rec" Pendent Sprinkler
j'rr N~
2-1/16"
(~L
L 1-1/16" -.J
(27,0 mm)
ELEVATION VIEW
FACE OF
REDUCING
COUPLING
31S" (9,5 mm)
Min.
314" (19,1 mm)
Max.
RECESSED
SUPPORT CUP
2" (50,S mm) Min.
2-1/4" (57,2 mm) Max.
2-7/S" (73,0 mm
Table 1 - Laboratory Listings and Approvals, Model BV-QR
SPRINKLER FINISH & STYLE
Temperature Bulb Natural Chrome Polyester Recessed
Rating Color Code Brass Plated Coated
135OF/57"C Orange 1 ,2,3,4 1 ,2,3,4 1 ,2,3*,4 1 ,2,3**,4
155OF/68OC Red 1,2.3,4 1,2,3,4 1,2,3*,4 1,2,3**,4
175OF/79OC Yellow 1,2,3,4 1,2,3,4 1,2,3*,4 1,2,3**,4
200oF/93OC Green 1 ,2,3,4 1 ,2,3,4 1 ,2,3*,4 1,2,3**,4
250oF/121OC Blue 1,2,3,4 1.2,3,4 1 ,2,3*.4 ...---
1. Listed by Underwriters Laboratories, Inc. - (K = 4.2 & 5.6)
2. Listed by Underwriters' Laboratories of Canada. - (K = 4.2 & 5.6)
3. Approved by Factory Mutual Research Corporation. - (K = 5.6)
4. Approved by the City of New York under MEA 466-92-E Vol. III. - (K = 4.2 & 5.6)
* Pendent Only.
** Only Approved with the Series BV Res/OR (Vented) Recessed Escutcheon Assy.
~ Technical
IllI Data
Sprinkler Identification Number
SIN C2201 - BV-OR Pend (K=4.2)
SIN C2101 - BV-QR UP (K=4.2)
SIN C3201 - BV-QR Pend (K=5.6)
SIN C3101 - BV-QR UP (K=5.6)
SIN C4201 - BVLQ-QR Pend (K=8.0)
SIN C4101 - BVLQ-QR UP (K=8.0)
Approvals
UL, ULC & c-UL Listed.
FM & NYC Approved
(Refer to Table 1 - 2. The approvals apply
only to the service conditions indicated in
the Design Criteria Section)
Maximum Working Pressure
175 psi (12,1 bar)
250 psi (17.3 bar) UL & ULC (K=5.6)
Pipe Thread Connection
1/2 inch NPT - (K=4.2 & 5.6)
3/4 inch NPT - (K=8.0)
Discharge Coefficient
K = 4.2 GPM/pspl2 (60,5 LPMlbar'12)
K = 5.6 GPM/pspl2 (80,6 LPMlbarl12)
K = 8.0 GPM/pspl2 (115,2 LPMlbar112)
Temperature Ratings
1350F/570C, 1550F/680C, 1750F/790C
200oF/930C, 250oF/121 oC
Finishes
Sprinkler: White Polyester, Chrome Plated,
or Natural Brass
Rec. Escutcheon: White Coated, Chrome
Plated, or Brass Plated
Corrosion Resistant Coatings
Sprinkler: White Polyester (UL only)
Head Guard & Water Shield:
G-3 (Guard) - (K=5.6) Up & Pend.
WSG-3 (Guard & Shield) - (K=5.6) Up
WS-3 (Shield) - (K=5.6) Pendent
(See Data Sheet 3-13.0 for details)
Physical Characteristics
The Model BV-OR & BVLO-QR Upright,
Pendent & Rec. Pendent 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 Th1 gasket The
compression screw is bronze. & the
deflector is brass.
(
'--.
~
I~G .
P'3lnstallation
~(Cont.)
21 ft./bs. (28,5 Nm) of torque is to be used
to install 1/2 inch NPT sprinklers. A leak
tight 3/4 inch NPT sprinkler joint should be
obtained with a torque of 10 to 20 ft.lbs.
(13,4 to 26,8 Nm). A maximum of 30
ft.lbs. (40, 7 Nm) of torque is to be used to
install 3/4 inch NPT sprinklers. Higher
levels of torque may distort the sprinkler
inlet with consequent leakage or impair-
ment of the sprinkler.
Do not attempt to compensate for
insufficient adjustment in an Escutcheon
Plate by under- or over-tightening the
Sprinkler. Readjust the position of the
sprinkler fitting to suit.
Step 1. Upright sprinklers must be
installed only in the upright position &
pendent sprinklers must be installed only
in the pendent position. The deflector is to
be parallel to the ceiling, roof, or mounting
surface, as applicable.
Step 2. After installing the BV Res/QR or
ELO support cup (or other escutcheon, as
applicable) over the sprinkler pipe threads
& with pipe thread sealant applied to the
pipe threads, hand tighten the sprinkler
into the sprinkler fitting.
Step 3. Wrench tighten the sprinkler using
only the following wrenches:
BV-QR Up/Pend - Comb. Wrench (1106)
BV-QR Rec. Pend - BV Wrench (1099)
BVLQ-QR Up & Pend - W-Type 3 (1073)
BVLO-QR Rec. Pend - ELO Offset (1093)
Wrenches are to be applied to the
sprinkler wrench flats (Ref. Rg 2 & 3) only.
Step 4. For applications using the BV-QR
Rec. Pendent Sprinklers, a Protective Cap
is available which helps to prevent
damage to the sprinkler during ceiling
installation or during application of the
finish coating of the ceiling. Place the
Protective Cap over the Recessed
Support Cup and push it upwards until it
bottoms out against the sprinkler deflector.
NOTE
As long as the Protective Cap remains in
place, the system is considered .Out of
Service. "
Step 5. After the ceiling 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
repairadamagedsprinkle~
Step 6. Push the outer ring of the
Recessed Escutcheon over the Recessed
Support Cup. Do not continue to push on
the Recessed Escutcheon such that it lifts
a ceiling panel out of its normal position. If
the Outer Recessed Escutcheon Ring
cannot be engaged with the Recessed
Support Cup or the Outer Recessed
Escutcheon Ring cannot be engaged
sufficientiy to contact the ceiling, the
sprinkler fitting must be repositioned.
tqCD/FIOW ContrOl! Tyco Fire
Products
ITTTJI Care & ~ limited
I...j Maintenance ~ Warranty
The Model BV-QR & BVLO-QR Sprinklers
must be maintained and serviced in
accordance with the following instructions.
NOTES
Absence of an escutcheon which is used
to cover a clearance hole, may delay the
time to operation in a fire situation.
Before closing a fire protection system
main control valve for maintenance work
on the fire protection system it controls,
permission to shut down the affected fire
protection systems must be obtained from
the proper authorities. All personnel who
may be affected by this action must be
notified.
Sprinklers which are found to be leaking or
exhibiting visible signs of corrosion must
be replaced.
Automatic sprinklers must never be
shipped or stored where their tempera-
tures will exceed 100oF/380C and they
must never be painted, plated, coated or
otherwise altered after leaving the factory.
Modified sprinklers must be replaced.
Sprinklers that have been exposed to
corrosive products of combustion, but
have not operated, should be replaced if
they cannot be completely cleaned by
wiping the sprinkler with a cloth or by
brushing it with a soft bristie brush.
Care must be exercised to avoid damage
- before, during, and after installation.
Sprinklers damaged by dropping, striking,
wrench twisVslippage, or the like, must be
replaced. Also, replace any sprinkler that
has a cracked bulb or that has lost liquid
from its bulb (Ref. Installation Section).
Frequent visual inspections are recom-
mended to be initially performed for
polyester coated sprinklers installed in
corrosive environments, after the
installation has been completed, to verify
the integrity of the polyester coating.
Thereafter, annual inspections per NFPA
25 should suffice; however, instead of
inspecting from the floor level, a random
sampling of close-up visual inspections
should be made, so as to better determine
the exact sprinkler condition and the long
term integrity of the polyester coating, as it
may be affected by the corrosive condi-
tions present.
The owner is responsible for the inspec-
tion, testing, and maintenance of their fire
protection system and devices in compli-
ance with this document, as well as with
the applicable standards of the National
Rre Protection Association (e.g., NFPA
25), in addition to the standards of any
other authorities having jurisdiction. The
installing contractor or sprinkler manufac-
turer should be contacted relative to any
questions.
It is recommended that automatic sprinkler
systems be inspected, tested, and
maintained by a qualified Inspection
Service.
Products manufactured by Tyco Rre
Products are warranted solely to the
original Buyer for ten (10) years against
defects in material and workmanship
when paid for and properly installed and
maintained under normal use and service.
This warranty will expire ten (10) years
from date of shipment by Tyco Rre
Products. No warranty is given for
products or components manufactured by
companies not affiliated by ownership with
Tyco Rre Products or for products and
components which have been subject to
misuse, improper installation, corrosion, or
which have not been installed, maintained,
modified or repaired in accordance with
applicable Standards of the National Rre
Protection Association, and/or the
standards of any other Authorities Having
Jurisdiction. Materials found by Tyco Rre
Products to be defective shall be either
repaired or replaced, at Tyco Fire
Products' sole option. Tyco Rre Products
neither assumes, nor authorizes any
person to assume for it, any other
obligation in connection with the sale of
products or parts of products. Tyco Rre
Products shall not be responsible for
sprinkler system design errors or inaccu-
rate or incomplete information supplied by
Buyer or Buyer's representatives.
IN NO EVENT SHALL TYCO FIRE
PRODUCTS BE LIABLE, IN CON-
TRACT, TORT, STRICT LIABILITY OR
UNDER ANY OTHER LEGAL THEORY,
FOR INCIDENTAL, INDIRECT. SPECIAL
OR CONSEQUENTIAL DAMAGES,
INCLUDING BUT NOT LIMITED TO
LABOR CHARGES, REGARDLESS OF
WHETHER TYCO FIRE PRODUCTS
WAS INFORMED ABOUT THE POSSI-
BILITY OF SUCH DAMAGES, AND IN
NO EVENT SHALL TYCO FIRE PROD-
UCTS' LIABILITY EXCEED AN AMOUNT
EQUAL TO THE SALES PRICE.
THE FOREGOING WARRANTY IS
MADE IN UEU OF ANY AND ALL
OTHER WARRANTIES EXPRESS OR
IMPUED.INCLUDING WARRANTIES
OF MERCHANTASlury AND FITNESS
FOR A PARTICULAR PURPOSE
.. Ordering
I:t:tIlnformation
(
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.
Refer to price list for complete listing of
Part Numbers.
Teflon is a trademark of the DuPont Corp.
(
'--.
Printed in U.S.A. 5-01
tst
t'lc:a / Fire & Bui/ding
/ Products
Direct Sales (Central): Tel: (800) 523-6512/ Fax: (215) 362-5385
Distribution Sales (Gem/Star): Tel: (800) 558-5236 / Fax: (800) 877-1295
Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500
Series LFII Residential
Horizontal Sidewall Sprinklers
4.2 K.factor
General
Description
The Series LFII (TY1334) Residential
Horizontal Sidewall Sprinklers are
decorative, fast response, frangible
bulb sprinklers designed for use in
residential occupancies such as
homes, apartments, dormitories, and
hotels. When aesthetics and optimized
flow characteristics are the major con-
sideration, the Series LFII (TY1334)
should be the first choice.
The Series LFII are to be used in wet
pipe residential sprinkler systems for
one- and two-family dwellings and mo-
bile homes per NFPA 130; wet pipe
residential sprinkler systems for resi-
dential occupancies up to and includ-
ing four stories in height per NFPA
13R; or. wet pipe sprinkler systems for
the residential portions of any occu-
pancy per NFPA 13.
The Series LFII (TY1334) has a 4.2
(60,5) K-factor that provides the re-
quired residential flow rates at reduced
pressures, enabling smaller pipe sizes
and water supply requirements.
The recessed version of the Series
LFII (TY1334) is intended for use in
areas with finished walls. It employs a
two-piece Style 20 Recessed Escutch-
eon. The Recessed Escutcheon pro-
vides 1/4 inch (6,4 mm) of recessed
adjustment or up to 1/2 inch (12,7 mm)
of total adjustm ent from the flush
mounting surface position. The adjust-
ment provided by the Recessed Es-
cutcheon reduces the accuracy to
which the pipe nipples to the sprinklers
must be cut.
The Series LFII (TY1334) has been
designed with h eat sensitivity and
water distribution characteristics
proven to help in the control of residen-
tial fires and to improve the chance for
occupants to escape or be evacuated.
Page 1 of 6
WARNINGS
The Series LFII (TY1334) Residential
Horizontal Sidewall Sprinklers de-
scribed herein must be installed and
maintained in compliance with this
document, as well as with the applica-
ble standards of the National Fire Pro-
tection Association, in addition to the
standards of any other authorities hav-
ing jurisdiction. Failure to do so may
impair the integrity of these devices.
The owner is responsible for maintain-
ing their fire protection system and de-
vices in proper operating condition.
The installing contractor or sprinkler
manufacturer should be contacted
relative to any questions.
Sprinkler/Model
Identification
Number
SIN TY1334
Technical
Data
Approvals:
UL and C-UL Listed.
Maximum Working Pressure:
175 psi (12,1 bar)
Discharge Coefficient:
K = 4.2 GPM/psi1/2 (60,5 LPM/bar1/2)
Temperature Rating:
1550F/680C or 1750F/790C
Finishes:
White Polyester Coated,
Chrome Plated, or Natural Brass
Physical Characteristics:
Frame . . . . . . . . . . . .. Brass
Button . . . . . . . . . . . . . Bronze
Sealing Assembly. . . . . . . . . . .
. Beryllium Nickel w/Teflont
JULY, 2002
Bulb ......,. 3 mm dia. Glass
Compression Screw. . . .. Bronze
Deflector . . . . . . . . . . . Copper
tDupont Registered Trademark
Operation
The glass Bulb contains a fluid that
expands when exposed to heat. When
the rated temperature is reached, the
fluid expands sufficiently to shatter the
glass Bulb allowing the sprinkler to
activate and flow water.
TFP41 0
Page 2 of 6
TFP41 0
Maximum Maximum
Coverage Spacing Minimum Flow (e) and Residual Pressure
Area (8) Ft.
Width x Length (b) (m) Top-Of-Deflector- To- Ceiling: Top-Of-Deflector- To- Ceiling:
Ft. x Ft. 4 to 6 Inches (100 to 150 mm) 6 to 12 Inches (100 to 150 mm)
(m x m)
155OF/68OC 175OF/79OC 155OF/68OC 175OFI79OC
12 x 12 12 12 GPM (45,4 LPM) 12 GPM (45,4 LPM) 13 GPM (49,2 LPM) 13 GPM (49,2 LPM)
(3,7 x 3,7) (3,7) 8.2 psi (0,57 bar) 8.2 psi (0,57 bar) 9.6 psi (0,66 bar) 9.6 psi (0,66 bar)
14 x 14 14 14 GPM (53,0 LPM) 16 GPM (60,6 LPM) 17 GPM (64,3 LPM) 18 GPM (68,1 LPM)
(4,3 x 4,3) (4,3) 11.1 psi (0,77 bar) 14.5 psi (1,00 bar) 16.4 psi (1,13 bar) 18.4 psi (1,27 bar)
16x 16 16 16 GPM (60,6 LPM) 16 GPM (60,6 LPM) 18 GPM (68,1 LPM) 18 GPM (68,1 LPM)
(4,9 x 4,9) (4,9) 14.5 psi (1,00 bar) 14.5 psi (1,00 bar) 18.4 psi (1,27 bar) 18.4 psi (1,27 bar)
16 x 18 16 19 GPM (71,9 LPM) 19 GPM (71,9 LPM) 21 GPM (79,5 LPM) 21 GPM (79,5 LPM)
(4,9 x 5,5) (4,9) 20.5 psi (1,41 bar) 20.5 psi (1,41 bar) 25.0 psi (1,72 bar) 25.0 psi (1,72 bar)
16 x 20 16 23 GPM (87,1 LPM) 23 GPM (87,1 LPM) 26 GPM (98,4 LPM) 26 GPM (98,4 LPM)
(4,9 x 6,1) (4,9) 30.0 psi (2,07 bar) 30.0 psi (2,07 bar) 38.3 psi (2,64 bar) 38.3 psi (2,64 bar)
(a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next
highest coverage area for which hydraulic design criteria are stated.
(b) Width (backwall where sprinkler is located) x Length (horizontal throw of sprinkler).
(c) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using
the nominal K-factor. Refer to Hydraulic Design Criteria Section for details.
(d) Sidewall sprinklers, where installed under a ceiling with a slope greater than 0 inch rise for a 12 inch run to a slope up to 2 inch
rise for 12 inch run, must be located per one of the following:
. Locate the sprinklers at the high point of the slope and positioned to discharge down the slope.
. Locate the sprinklers along the slope and positioned to discharge across the slope.
TABLE A
NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA
FOR THE SERIES LFIJ (TY1334)
RESIDENTIAL HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS
FOR HORIZONTAL CEILING (Maximum 2 Inch Rise for 12 Inch Run)
Design
Criteria
The Series LFII (TY1334) Residential
Horizontal Sidewall Sprinklers are UL
and C-UL Listed for installation in ac-
cordance with the following criteria.
NOTE
When conditions exist that are outside
the scope of the provided criteria, refer
to the Residential Sprinkler Design
Guide TFP490 for the manufacturer's
recommendations that may be accept-
able to the local Authority Having Ju-
risdiction.
System Type. Only wet pipe systems
may be utilized.
Hydraulic Design. The minimum re-
quired sprinkler flow rate for systems
designed to NFPA 130 or NFPA 13R
are given in Table A and B as a func-
tion of temperature rating and the
maximum allowable coverage areas.
The sprinkler flow rate is the minimum
required discharge from each of the
total number of "design sprinklers" as
specified in NFPA 130 or NFPA 13R.
For systems designed to NFPA 13, the
number of design sprinklers is to be
the the four most hydraulically de-
manding sprinklers. The minimum re-
quired discharge from each of the four
sprinklers is to be the greater of the
following:
· The flow rates given in Table A and
B for NFPA 130 and 13R as a func-
tion of temperature rating and the
maximum allowable coverage area.
· A minimum discharge of 0.1 gpm/sq.
ft. over the "design area" comprised
of the four most hydraulically de-
manding sprinklers for the actual
coverage areas being protected by
the four sprinklers.
Obstruction To Water Distribution.
Locations of sprinklers are to be in
accordance with the obstruction rules
of NFPA 13 for residential sprinklers.
Operational Sensitivity. The sprin-
klers are to be installed with an end-of-
deflector-boss to wall distance of 1-
3/8 to 6 inches or in the recessed po-
sition using only the Style 20 Re-
cessed Escutcheon as shown in
Figure 2.
In addition the top-of-deflector-to-ceil-
ing distance is to be within the range
(Ref. Table A or B) being hydraulically
calculated.
Sprinkler Spacing. The minimum
spacing between sprinklers is 8 feet
(2,4 m). The maximum spacing be-
tween sprinklers cannot exceed the
width of the coverage area (Ref. Table
A) being hydraulically calculated (e.g.,
maximum 12 feet for a 12 ft. x 12 ft.
coverage area, or 16 feet for a 16 ft. x
20 ft. coverage area).
TFP410
Page 3 of 6
Minimum Flow (e) and Residual Pressure
Two sprinkler design with the sprinklers at the high point of the slope
Maximum Maximum and positioned to discharge down the slope.
Coverage Spacing
Area (a) Ft.
Width x Length (b) (m) Top-Of-Deflector- To- Ceiling: Top-Of-Deflector- To- Ceiling:
Ft. x Ft.
(m x m) 4 to 6 Inches (100 to 150 mm) 6 to 12 Inches (100 to 150 mm)
1SsoF/68OC 17S'Fn9OC 1S5OF/68OC 17soF179OC
12 x 12 12 12 GPM (45,4 LPM) 12 GPM (45,4 LPM) 13 GPM (49,2 LPM) 13 GPM (49,2 LPM)
(3,7 x 3,7) (3,7) 8.2 psi (0,57 bar) 8.2 psi (0,57 bar) 9.6 psi (0,66 bar) 9.6 psi (0,66 bar)
14x14 14 14 GPM (53,0 LPM) 14 GPM (53,0 LPM) 17 GPM (64.3 LPM) 17 GPM (64.3 LPM)
(4,3 x 4,3) (4,3) 11.1 psi (0,77 bar) 11.1 psi (0,77 bar) 16.4 psi (1,13 bar) 16.4 psi (1,13 bar)
16x16 16 16 GPM (60,6 LPM) 16 GPM (60,6 LPM) 18 GPM (68,1 LPM) 18 GPM (68,1 LPM)
(4,9 x 4,9) (4,9) 14.5 psi (1,00 bar) 14.5 psi (1,00 bar) 18.4 psi (1,27 bar) 18.4 psi (1,27 bar)
16x18 16 19 GPM (71,9 LPM) 19 GPM (71,9 LPM) 21 GPM (79,5 LPM) 21 GPM (79,5 LPM)
(4,9 x 5,5) (4,9) 20.5 psi (1,41 bar) 20.5 psi (1,41 bar) 25.0 psi (1,72 bar) 25.0 psi (1,72 bar)
16x20 16 24 GPM (90,8 LPM) 24 GPM (90,8 LPM) 26 GPM (98,4 LPM) 26 GPM (98,4 LPM)
(4,9 x 6,1) (4,9) 32.7 psi (2,25 bar) 32.7 psi (2,25 bar) 38.3 psi (2,64 bar) 38.3 psi (2,64 bar)
Minimum Row (e) and Residual Pressure
Maximum
Coverage
Area (a)
Width X Length (b)
Ft. x Ft.
(mxm)
Maximum
Spacing
Fl
(m)
Three sprinkler design when there are more than two sprinklers In a compartment and
with the sprinklers located along the slope and positioned to discharge across the slope.
Top-Of-Deflector- To- Ceiling:
4 to 6 Inches (100 to 150 mm)
155OF/68'C 175OFI79OC
12 x 12 12 16 GPM (60,6 LPM) 16 GPM (60,6 LPM)
(3,7 x 3,7) (3,7) 14.5 psi (1,00 bar) 14.5 psi (1,00 bar)
14 x 14 14 16 GPM (60,6 LPM) 16 GPM (60,6 LPM)
(4,3 x 4,3) (4,3) 14.5 psi (1,00 bar) 14.5 psi (1,00 bar)
16x 16 16 16GPM (60,6 LPM) 16 GPM (60,6 LPM)
(4,9 x 4,9) (4,9) 14.5 psi (1,00 bar) 14.5 psi (1,00 bar)
16 x 18 16 N/A N/A
(4,9 x 5,5) (4,9)
16 x 20 16 N/A N/A
(4,9x6,1) (4,9)
(a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next
highest coverage area for which hydraulic design criteria are stated.
(b) Width (backwall where sprinkler is located) x Length (horizontal throw of sprinkler).
(c) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using
the nominal K-factor. Refer to Hydraulic Design Criteria Section for details..
TABLE B
NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA
FOR THE SERIES LFII (TY1334)
RESIDENTIAL HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS
FOR SLOPED CEILING (2 Inch Rise for 12 Inch Run to 8 Inch Rise for 12 Inch Run)
Page 4 of 6
Components:
1 - Frame
2 - Button Assembly
3 - Sealing Assembly
4 - Bulb
5 - Compression Screw
6 - Deflector *
-I
o
"
TOP-OF-
DEFLECTOR
7/16' (11,1 mm)
f-- NOMINAL
I MAKE-IN
* Temperature rating
is indicated on top
of Deflector.
CENTERLINE
OF WATERWAY
7/16"
(11'lmcBm = I 1/2'NPT
1-5/8'
END-OF- (41'3mm)~ ESCUTCHEON
DEFLECTOR 2-1/4" --I PLATE SEATING
BOSS (57,2 mm) SURFACE
TFP41 0
STYLE 20
RECESSED
ESCUTCHEON
RECESSED
FIGURE 1
SERIES LFII (TY1334) RESIDENTIAL
HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS
MOUNTING 1
SURFACE --j
7/16%1/8"
(11,1:1:3,2 mm)
FACE OF
SPRINKLER
FITTING
2-7/8' DIA.
(73,0 mm)
2-1/4' DIA.
(57,2 mm)
t
MOUNTING
PLATE
END-OF-
DEFLECTOR
BOSS
1-3/8' 34,9 mm)
1-1/8' (28,6 mm)
1/2' (12,7 mm)
1/4' (6,4 mm)
FIGURE 2
STYLE 20 RECESSED ESCUTCHEON
FOR USE WITH THE SERIES LFII (TY1334)
RESIDENTIAL HORIZONTAL SIDEWALL SPRINKLER
FIGURE 3
W-TYPE 6 SPRINKLER WRENCH
WRENCH
RECESS
~
~
PUSH WRENCH
IN TO ENSURE
ENGAGEMENT
WITH SPRINKLER
WRENCHING AREA
FIGURE 4
W- TYPE 7 RECESSED
SPRINKLER WRENCH
TFP41 0
Installation
The Series LFII (TY1334) must be in-
stalled in accordance with the follow-
ing 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
should be present. The diameter of the
air bubble is approximately 1/16 inch
(1,6 mm).
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 maxi-
mum of 21 ft./bs. (28,5 Nm) of torque
is to be used to install sprinklers.
Higher levels of torque may distort the
sprinkler inlet with consequent leak-
age or impairment of the sprinkler.
Do not attempt to compensate for in-
sufficient adjustment in an Escutcheon
Plate by under- or over-tightening the
Sprinkler. Readjust the position of the
sprinkler fitting to suit.
The Series LFII Horizontal Sidewall
Sprinklers must be installed in ac-
cordance with the following instruc-
tions.
Step 1. Horizontal sidewall sprinklers
are to be installed in the horizontal
position with their centerline of water-
way perpendicular to the back wall and
parallel to the ceiling. The word "TOP"
on the Deflector is to face towards the
ceiling with the front edge of the De-
flector parallel to the ceiling.
Step 2. With pipe thread sealant ap-
plied to the pipe th reads, hand tighten
the sprinkler into the sprinkler fitting.
Step 3. Tighten the sprinkler into the
sprinkler fitting using only the W-Type
6 Sprinkler Wrench (Ref. Figure 3).
With reference to Figure 1, the W- Type
6 Sprinkler Wrench is to be applied to
the wrench flats.
The Series LFII Recessed Horizontal
Sidewall Sprinklers must be installed
in accordance with the following in-
structions.
Step A. Recessed horizontal sidewall
sprinklers are to be installed in the
horizontal position with their centerline
of waterway perpendicular to the back
wall and parallel to the ceiling. The
word 'TOP" on the Deflector is to face
towards the ceiling.
Step B. After installing the Style 20
Mounting Plate over the sprinkler
threads and with pipe thread sealant
applied to the pipe threads, hand
tighten the sprinkler into the sprinkler
fitting.
Step C. Tighten the sprinkler into the
sprinkler fitting using only the W-Type
7 Recessed Sprinkler Wrench (Ref.
Figure 4). With reference to Figure 1,
the W- Type 7 Recessed Sprinkler
Wrench is to be applied to the sprinkler
wrench flats.
Step C. After the wall has been in-
stalled or the finish coat has been ap-
plied, slide on the Style 20 Closure
over the Series LFII Sprinkler and
push the Closure over the Mounting
Plate until its flange comes in contact
with the wall.
Care and
Maintenance
The Series LFII (TY1334) must be
maintained and serviced in accord-
ance with the following instructions:
NOTES
Absence of an Escutcheon Plate may
delay the sprinkler operation in a fire
situation.
Before closing a fire protection system
main control valve for maintenance
work on the fire protection system
which it controls, permission to shut
down the affected fire protection sys-
tem must be obtained from the proper
authorities and all personnel who may
be affected by this action must be no-
tified.
Sprinklers which are found to be leak-
ing or exhibiting visible signs of corro-
sion must be replaced.
Automatic sprinklers must never be
shipped or stored where the tempera-
ture will exceed 100oF/380C and they
must never be painted, plated, coated,
or otherwise altered after leaving the
factory. Modified sprinklers must be re-
placed. Sprinklers that have been ex-
posed to corrosive products of com-
bustion, but have not operated, should
be replaced if they cannot be com-
pletely cleaned by wiping the sprinkler
with a cloth or by brushing it with a soft
bristle brush.
Care must be exercised to avoid dam-
age to the sprinklers - before, during,
and after installation. Sprinklers dam-
aged by dropping, striking, wrench
twist/slippage, or the like, must be re-
placed. Also, replace any sprinkler that
has a cracked bulb or that has lost
liquid from its bulb. (Ref. Installation
Section).
Page 5 of 6
The owner is responsible for the in-
spection, testing, and maintenance of
their fire protection system and de-
vices in compliance with this docu-
ment, as well as with the applicable
standards of the National Fire Protec-
tion Association (e.g., NFPA 25), in
addition to the standards of any other
authorities having jurisdiction. The in-
stalling contractor or sprinkler manu-
facturer should be contacted relative
to any questions.
NOTE
The owner must assure that the sprin-
klers are not used for hanging of any
objects and that the sprinklers are only
cleaned by means of gently dusting
with a feather duster; otherwise, non-
operation in the event of a fire or inad-
vertent operation may result.
It is recommended that automatic
sprinkler systems be inspected,
tested, and maintained by a qualified
Inspection Service.
Page 6 of 6
Limited
Warranty
Products manufactured by Tyco Fire
Products are warranted solely to the
original Buyer for ten (10) years
against defects in material and work-
manship when paid for and properly
installed and maintained under normal
use and service. This warranty will ex-
pire ten (10) years from date of ship-
ment by Tyco Fire Products. No war-
ranty is given for products or
components manufactured by compa-
nies not affiliated by ownership with
Tyco Fire Products or for products and
components which have been subject
to misuse, improper installation, corro-
sion, or which have not been installed,
maintained, modified or repaired in ac-
cordance with applicable Standards of
the National Fire Protection Associa-
tion, and/or the standards of any other
Authorities Having Jurisdiction. Mate-
rials found by Tyco Fire Products to be
defective shall be either repaired or
replaced, at Tyco Fire Products' sole
option. Tyco Fire Products neither as-
sumes, nor authorizes any person to
assume for it, any other obligation in
connection with the sale of products or
parts of products. Tyco Fire Products
shall not be responsible for sprinkler
system design errors or inaccurate or
incomplete information supplied by
Buyer or Buyer's representatives.
IN NO EVENT SHALL TYCO FIRE
PRODUCTS BE LIABLE, IN CON-
TRACT, TORT, STRICT LIABILITY OR
UNDER ANY OTHER LEGAL THE-
ORY, FOR INCIDENTAL, INDIRECT,
SPECIAL OR CONSEQUENTIAL
DAMAGES, INCLUDING BUT NOT
LIMITED TO LABOR CHARGES, RE-
GARDLESS OF WHETHER TYCO
FIRE PRODUCTS WAS INFORMED
ABOUT THE POSSIBILITY OF SUCH
DAMAGES, AND IN NO EVENT
SHALL TYCO FIRE PRODUCTS' LI-
ABILITY EXCEED AN AMOUNT
EQUAL TO THE SALES PRICE.
THE FOREGOING WARRANTY IS
MADE IN LIEU OF ANY AND ALL
OTHER WARRANTIES EXPRESS OR
IMPLIED. INCLUDING WARRANTIES
OF MERCHANTABILITY AND FIT-
NESS FOR A PARTICULAR PUR.
E!2S.E..
Ordering
Procedure
When placing an order, indicate the full
product name. Contact your local dis-
tributor for availability..
Sprinkler Assembly:
Series LFII (TY1334), K=4.2, Residen-
tial Horizontal Sidewall Sprinkler with
(specify) temperature rating and
(specify) finish, PIN (specify).
155'F/68'C or
Chrome Plated..... .. .. PIN 51-211-9-155
155' F/68'C
White Polyester........ PIN 51-211-4-155
155'F/68'C
Natural Brass. .. ....... PIN 51-211-1-155
175'F/79'C or
Chrome Plated.... . .... PIN 51-211-9-175
175'F/79'C
White Polyester........ PIN 51-211-4-175
175'F/79'C
Natural Brass.......... PIN 51-211-1-175
Recessed Escutcheon:
Specify: Style 20 Recessed Escutch-
eon with (specify) finish, PIN (specify).
1/2" (15 mm)
Style 20
Chrome Plated. . . . . . . .. PIN 56-705-9-010
1/2" (15 mm)
Style 20
White Color
Coated. . . . . . . . . . . . . .. PIN 56-705-4-010
1/2" (15 mm)
Style 20
Bright Brass
Coated............. .. PIN 56-705-2-010
Sprinkler Wrench:
Specify: W-Type 6 Sprinkler Wrench,
PIN 56-000-6-387.
Specify: W-Type 7 Sprinkler Wrench,
PIN 56-850-4-001.
TFP41 0
TyeO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446
-tqCO/FIOW ContrOl! Tyco Fire
Products
Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500
~
[ENTRAL
--
Customer Service/Sales:
Tel: (215) 362-0700/ (800) 523-6512
Fax: (215) 362-5385
Model DPV.1 Dry Pipe Valve, External Resetting
4 Inch (DN100), 250 psi (17,2 bar)
Flange x Flange or Flange x Groove
General
Description
The 4 inch (DN100), Model DPV-1 Dry
Pipe Valve is a differential valve used
to automatically control the flow of
water into a dry pipe fire protection
sprinkler system upon operation of
one or more automatic sprinklers. The
DPV-1 also provides for actuation of
fire alarms upon system operation.
The Model DPV-1 features are as fol-
lows:
. External reset.
. 250 psi (17,2 bar) pressure rating.
. Unique offset single clapper design
enabling a simple compact valve to
minimize installation labor.
. Ductile iron construction to ensure a
lightweight valve to minimize ship-
ping cost.
. A variety of inlet and outlet connec-
tions.
. Compact, semi-preassembled and
fully assembled, and easy to operate
valve trim.
. Simple reset procedure through the
elimination of priming water.
Dry pipe sprinkler systems are used in
unheated warehouses, parking ga-
rages, store windows, attic spaces,
loading docks, and other areas ex-
posed to freezing temperatures, where
water filled pipe cannot be utilized.
When set for service, the dry pipe
sprinkler system is pressurized with air
(or nitrogen). The loss of pressure
through an operated automatic sprin-
kler in response to heat from a fire
permits the DPV-1 Dry Pipe Valve to
open and allow a flow of water into the
sprinkler system piping. To help pre-
vent false operations that occur due to
water supply fluctuations, the mini-
mum required air pressure is approxi-
mately 18"10 of the normal static water
supply pressure with an added 20 psi
(1,4 bar) safety factor (Ref. Table A).
Page 1 of 12
WARNING
The Model DPV-1 Dry Pipe Valve de-
scribed herein must be installed and
maintained in compliance with this
document, as well as with the applica-
ble standards of the National Fire Pro-
tection Association, in addition to the
standards of any other authorities hav-
ing jurisdiction. Failure to do so may
impair the integrity of this device.
The owner is responsible for maintain-
ing their fire protection system and de-
vices in proper operating condition.
The installing contractor or manufac-
turer should be contacted relative to
any questions.
Technical
Data
Approvals:
UL and C-UL Listed. FM Approved.
Dry Pipe Valve:
The 4 inch (DN100), Model DPV-1 Dry
Pipe Valves are for vertical installa-
tions (flow going up), and they are
rated for use at a maximum service
pressure of 250 psi (17,2 bar). The
Valve dimensions are shown in Figure
7, and all of the ports are NPT
threaded per ANSI Standard B1.20.1.
Flanged inlet connections are drilled
per ANSI B 16.1 (Class 125) or ISO
2084 (PN10) specifications, as re-
quired. The grooved outlet connec-
tions, as applicable, are cut in accord-
ance with standard groove
specifications for steel pipe. They are
suitable for use with grooved end pipe
couplings that are listed or approved
for fire protection system service.
Available combinations of inlet and
outlet connections are detailed in the
Ordering Procedure section.
NOTE
For a system working pressure in ex-
cess of 175 psi (12, 1 bar) up to 250 psi
(17,2 bar), the flanged connection(s)
FEBRUARY, 2002
TFP1041 (10-4.1)
Page 2 of 12
0-11
6 l
7
CLAPPER
ASSEMBLY
8 J
9
1-"
~13
~14
RESET
PLUNGER
PARTS
16
FIGURE 1
4 INCH (DN100) MODEL DPV-1 DRY PIPE VALVE
- ASSEMBL Y-
TFP1041
NO. DESCRIPTION QTY. REF.
1 Valve Body. . . . . . . 1 NR
2 Air and Water
Seat ............ 1 NR
3 Handhole Cover . . . 1 See (a)
4 Handhole Cover
Gasket. . . . . . . . . . 1 See (d)
5 1/2-13 UNC x 1"
Hex Head Cap
Screw.. . . . .. . . . . 6
Clapper. . . . . . . . . . 1
Clapper Facing. . . . 1
Clapper Facing
Retaining Plate. . . . 1 See (c)
9 1/4-20 UNC x 1/2"
Socket Head Cap
Screw . . . . . . . . . . . 7 See (c)
10 Clapper Hinge
Pin............. 1
11 Reset Knob ...... 1
12 Reset Spring ..... 1
13 Reset Bushing .... 1
14 Reset Bushing
O-Ring. . . . . . . . . . . 1 See (d) or (e)
15 Reset Plunger
O-Ring .......... 1 See (d) or (e)
16 ResetPlunger.....1 See (e)
17 Reset Latch
Subassembly. . . . . 1 See (e)
18 Dow Corning FS3452
Flourosilicone
Grease, 1.5 g . . . . . 1 See (d) or (e)
NR: Not Replaceable
CH: Common Hardware
6
7
8
CH
See (c)
See (c) or (d)
See (b)
See (e)
See (e)
See (e)
3 REPLACEMENT PARTS
NO. DESCRIPTION PIN
(a) Handhole Cover. . . . .. 92-309-1-401
(b) Clapper Hinge Pin. . .. 92-309-1-402
(c) Clapper Assembly
Includes Items:
6 through 9. . . . . . . . .. 92-309-1-403
(d) Repair Parts Kit
Includes Items:
4,7,14,15,18. . . . . .. 92-309-1-404
(e) Reset Plunger Parts Kit
Includes Items:
11 through 18 . . . . . . .. 92-309-1-405
TFP1041
Maximum System Air
Water Supply Pressure
Pressure, Range,
psi psi
50 29 - 35
75 33 - 39
100 38-45
125 42 - 49
150 48 - 56
175 52 - 60
200 56 - 64
225 60 - 68
250 65 - 70
TABLE A
SYSTEM AIR PRESSURE
REQUIREMENTS
of the DPV-1 must be adapted with
flange to groove adapters. The flange
to groove adapters will permit a simple
transition between the 250 psi (17,2
bar) rated DPV-1 and piping compo-
nents of a higher pressure rating than
Class 125 flanges and flanged fittings,
which are limited to 175 psi (12, 1 bar).
The flange to groove adapters must be
selected based on their having a maxi-
mum working pressure for the antici-
pated conditions. The use of a Central
Grooved Piping Product Figure 71
Flange Adapter is recommended.
Components of the 4 Inch (DN100)
DPV-1 Valve are shown in Figure 1.
The Body and Handhole Cover are
ductile iron. The Handhole Cover Gas-
ket is neoprene, and the Clapper Fac-
ing is EPDM. The Air/Water Seat Ring
is brass, the Clapper is copper, and
both the Clapper Retaining Plate and
Latch are bronze. The Hinge Pin is
aluminum bronze, and the fasteners
for the Handhole Cover are carbon
steel.
Valve Trim:
Installation dimensions are given in
Figure 7, and the Valve Trim is illus-
trated in Figures 4 and 5. The Valve
Trim forms a part of the laboratory list-
ings and approval of the DPV-1 Valve
and is necessary for the proper opera-
tion of the DPV-1 Valve. Each package
of trim includes the following items:
· Water Supply Pressure Gauge
· System Air Pressure Gauge
FLOW RATE IN L1TRES PER MINUTE (LPM)
(1 GPM = 3.785 LPM)
1200 2000 3000 4000
4.0
I I I
I
II
l-
i-
J
-
-
I
II
-
I
-
I-
Page 3 of 12
0,300
0,200
a:
<(
co
z
c..1:C
0<(
0,100 ~ ~
UJen
0,090 a: ~
::>0
0,080 en ci
~ II
0,070 a: ii5
c..c..
0,060 :ct:::.
z
~
0,050 ~
0,040
0,030
0,022
The approximate friction loss, based on the Hazen and Williams formula and ex-
pressed in equivalent length of Schedule 40 pipe with C=100, is 8.9 feet. The equiva-
lent length of pipe has been calculated on a typical flow rate of 600 GPM
FIGURE 2
4 INCH (DN100) MODEL DPV-1 DRY PIPE VALVE
- NOMINAL PRESSURE LOSS VERSUS FLOW-
5.0
ii5
e:. 3.0
J:
()
~
UJ
a:
<(
52.0
en
a:
UJ
c..
en
Cl
z
::>
o
c..
~
g, 1.0
~ 0.9
~ 0.8
::>
~ 0.7
UJ
g: 0.6
...J
<(
~ 0.5
::2:
o
z
0.4
0.3
300 400 500 800 1200
FLOW RATE IN GALLONS PER MINUTE (GPM)
. Air Supply Connections
. Main Drain Valve
. Low Body Drain Valve
. Alarm Test Valve
. Automatic Drain Valve
. Drip Funnel
requirements as a function of the water
supply pressure. The air (or nitrogen)
pressure in the sprinkler system is rec-
ommended to be automatically main-
tained by using one of the following
pressure maintenance devices, as ap-
propriate:
. Model AMD-1 Air Maintenance De-
vice (pressure reducing type).
· Model AMD-2 Air Maintenance De-
vice (compressor control type).
. Model AMD-3 Nitrogen Mainte-
nance Device (high pressure reduc-
ing type).
The Pressure Relief Valve (Item 4 - Fig.
4) is factory set to relieve at a pres-
sure of approximately 45 psi (3,1
bar). If the normal system air pressure
NOTE
When the system pressure is greater
than 175 psi (12, 1 bar), provision is to
be made to replace the standard order
300 psi (20,7 bar) Water Pressure
gauge, shown in Figure 4, with a sepa-
rately ordered 600 psi (41,4 bar) Water
Pressure Gauge.
Air Supply:
Table A shows the system air pressure
AIR PRESSURE WATERFLOW
TO SYSTEM TO SYSTEM
fr CLAPPER CLAPPER fr
ASSEMBLY ASSEMBLY
INSET FULLY OPEN
POSITION
CLAPPER LATCH
1/2" NPT PIVOTS TO ALLOW
WATER CLAPPER ASSEMBLY
SUPPLY TO FULLY OPEN
PRESSURE 3/4" NPT ALARM
& ALARM PORT OPEN TO
TEST PORT ATMOSPHERE
02 03
FROM
WATER SUPPLY
FIGURE 3A FIGURE 3C
SET POSITION OPERATED POSITION
DRAIN FROM
DRAIN FROM SYSTEM
SYSTEM INTERMEDIATE COMPLETE
Dr CHAMBER Dr PUSH HERE
FIGURE 38 TO RESET
SET POSITION VALVE 4
INTERMEDIATE RESET '\
CHAMBER
CLAPPER KNOB
ASSEMBLY
LATCHED RESET
OPEN ASSEMBLY
CLAPPER
LATCH
CLAPPER PIVOTS TO
LATCH UNLATCH
CLAPPER
ASSEMBLY
04 2"NPT
3/4" NPT MAIN DRAIN CLAPPER
LOW BODY PORT ASSEMBLY
DRAIN RESEATED
PORT
WATER SUPPLY WATER SUPPLY
SHUT OFF SHUT OFF
FIGURE 3D FIGURE 3E
DRAIN POSITION RESET POSITION
FIGURE 3
4 INCH (DN100) MODEL DPV-1 DRY PIPE VALVE
- SET AND OPEN POSITIONS -
Page 4 of 12
TFP1041
TFP1041
is less than or exceeds 40 psi (2,8 bar),
then the pressure Relief Valve must be
reset to relieve at a pressure that is in
accordance with the Authority Having
Jurisdiction.
Quick Opening Device:
As an option, the Model DPV-1 Dry
Pipe Valve may be equipped with the
Model ACC-1 Dry Pipe Valve Accelera-
tor. When the ACC-1 Accelerator is to
be used with the DPV-1 Dry Pipe Valve
the Accelerator Trim shown in Figure 6
is utilized.
The ACC-1 is used to reduce the time
to valve actuation following the opera-
tion of one or more automatic sprin-
klers. In some cases the ACC-1 may
be required to meet the requirements
of the National Fire Protection Asso-
ciation for systems having a capacity
greater than 500 gallons (1890 litres).
Patents:
Features of the Model DPV-1 Dry Pipe
Valve are patent pending.
Operating
Principles
The Model DPV-1 Dry Pipe Valve is a
differential type valve that utilizes a
substantially lower system (air or nitro-
gen) pressure than the supply (water)
pressure, to maintain the set position
shown in Figure 3A. The differential
nature of the DPV-1 is based on the
area difference between the air seat
and the water seat in combination with
the ratio of the radial difference from
the Hinge Pin to the center of the Water
Seat and the Hinge Pin to the center of
the Air Seat. The difference is such
that 1 psi (0,07 bar) of system air pres-
sure can hold approximately 5.5 psi
(0,38 bar) of water supply pressure.
The minimum system air or nitrogen
pressure (Ref. Table A) is, therefore,
required to be approximately 18% of
the static water supply pressure, plus
a 20 psi (1,4 bar) safety factor, to help
prevent a false operation that might
otherwise occur due to water supply
pressure fluctuations.
The Intermediate Chamber of the
DPV-1 is formed by the area between
the Air Seat and Water Seat as shown
in Figure 3B. The Intermediate Cham-
ber normally remains at atmospheric
pressure through the Alarm Port con-
nection and the valve trim to the nor-
mally open Automatic Drain Valve
(Item 6, Fig. 4). Having the Intermedi-
ate Chamber, Figure 3B, open to at-
mosphere is critical to the DPV-1 Valve
remaining set, otherwise the full result-
ing pressure of the system air pressure
on top of the Clapper Assembly cannot
be realized. For example, if the sys-
tem air pressure is 40 psi (2,7 bar) and
there was 25 psi (1,7 bar) pressure
trapped in the Intermediate Chamber,
the resulting pressure across the top
of the Clapper would only be 15 psi
(1,0 bar). This pressure would be insuf-
ficient to hold the Clapper Assembly
closed against a water supply pres-
sure of 100 psi (6,9 bar). It is for this
reason that the plunger of the Auto-
matic Drain Valve must be depressed
during several of the resetting steps,
as well as during inspections, making
certain that the Automatic Drain Valve
is open.
When one or more automatic sprin-
klers operate in response to a fire, air
pressure within the system piping is
relieved through the open sprinklers.
When the air pressure is sufficiently
reduced, the water pressure over-
comes the differential holding the
Clapper Assembly closed and the
Clapper Assembly swings clear of the
water seat, as shown in Figure 3C,
This action permits water flow into the
system piping and subsequently to be
discharged from any open sprinklers.
Also, with the Clapper Assembly open,
the intermediate chamber is pressur-
ized and water flows through the alarm
port (Ref. Figure 3B) at the rear of the
DPV-1 Valve to actuate system water
flow alarms. The flow from the alarm
port is also sufficient to close the oth-
erwise normally open Automatic Drain
Valve (Ref. Figure 4 or 5).
After a valve actuation and upon sub-
sequent closing of a system main con-
trol valve to stop water flow, the Clap-
per Assembly will latch open as shown
in Figure 3D. Latching open of the
DPV-1 will permit complete draining of
the system (including any loose scale)
through the main drain port.
During the valve resetting procedure
and after the system is completely
drained, the external reset knob can
be easily depressed to externally un-
latch the Clapper Assembly as shown
in Figure 3E. As such, the Clapper
Assembly is returned to its normal set
position to facilitate setting of the dry
pipe sprinkler system, without having
to remove the Handhole Cover.
Page 5 of 12
Installation
NOTES
Proper operation of the Model DPV-1
Dry Pipe Valve depends upon its trim
being installed in accordance with the
instructions given in this Technical
Data Sheet. Failure to follow the ap-
propriate trim diagram may prevent
the DPV-1 Valve from functioning
properly, as well as void listings, ap-
provals, and the manufacturer's war-
ranties.
Failure to latch open the Clapper As-
sembly prior to a system hydrostatic
test may result in damage to the Clap-
per Assembly.
The DPV-1 Valve must be ins tailed in
a readily visible and accessible loca-
tion.
The DPV-1 Valve and associated trim
must be maintained at a minimum tem-
perature of 40oF/40C.
Heat tracing of the DPV-1 Valve or its
associated trim is not permitted. Heat
tracing can result in the formation of
hardened mineral deposits that are ca-
pable of preventing proper operation.
The Model DPV-1 Dry Pipe Valve is to
be installed in accordance with the fol-
lowing criteria:
Step 1. All nipples, fittings, and de-
vices must be clean and free of scale
and burrs before installation. Use pipe
thread sealant sparingly on male pipe
threads only.
Step 2. The DPV-1 Valve must be
trimmed in accordance with Figures 4
or 5, as applicable. If the DPV-1 is to
be equipped with a Model ACC-1 Dry
Pipe Valve Accelerator, refer to the
Technical Data Sheet for the ACC-1
and install the ACC-1 using the Accel-
erator Trim as shown in Figure 6.
Step 3. Care must be taken to make
sure that check valves, strainers,
globe valves, etc. are installed with the
flow arrows in the proper direction.
Step 4. Drain tubing to the drip funnel
must be installed with smooth bends
that will not restrict flow.
Step 5. The main drain and drip funnel
drain may be interconnected provided
a check valve is located at least 12
inches (300 mm) below the drip funnel.
The Low Body Drain Valve (Item 9 -
Fig. 4) may be piped so as to discharge
into the Drip Funnel or to a separate
drain.
Step 6. Suitable provision must be
made for disposal of drain water.
Drainage water must be directed such
that it will not cause accidental dam-
age to property or danger to persons.
Page 6 of 12
TFP1041
6
NOTES:
1. SEE FIGURE 3 FOR VALVE
PORT IDENTIFICATION.
2. ROUTE 1/4" TUBING, ITEM 16,
TO DRIP FUNNEL, ITEM 14.
3. SLOPE 3/4" ANGLE VALVE,
ITEM 9, DOWN TOWARD BACK
OF VALVE TO FACiliTATE
SUFFICIENT LOW BODY
DRAINAGE.
16/
SLOPE
DOWN
LOCATION
FOR OPTIONAL
ELECTRICALLY
SUPERVISED
N.O. ALARM
CONTROL
VALVE
(BVS-3/4")
31
4 INCH (DN100)
MODEL DPV-1
DRY PIPE VALVE
NO. DESCRIPTION OTY. PIN
28 3/4" x 1/2" x 3/4"
NO. DESCRIPTION QTY. PIN Reducing Tee . . . . . 3 CH
20 29 1" x 1" x 1/2"
250 psil 1750 kPa 26 Reducing Tee . . . . . 1 CH
Air Pressure 33 30 1/4" x 3" Nipple. . . . 2 CH
Gauge........ ... 1 92-343-1-012 31 1/2" x Close
2 300 psil 2000 kPa Nipple. . . . . . . . . . . 2 CH
Water Pressure 32 1/2" x 1-1/2"
Gauge...........1 92-343-1-005 NO. DESCRIPTION OTY. PIN Nipple. . . . . . . . . . . 7 CH
3 1/4" Gauge Test 33 1/2" x 2" Nipple. . . . 1 CH
Valve. . . . . . . . . . . . 2 46-005-1-002 14 Drip Funnel. . . . . . . 1 92-343-1-007 34 1/2" x 2-1/2"
4 1/4" Pressure 15 3/32" Vent Nipple . . . . . . . . . . . 1 CH
Relief Valve. . . . . . . 1 92-343-1-020 Fitting . . . . . . . . . . . 1 92-032-1-002 35 1/2" x 3" Nipple. . . . 1 CH
5 1/2" Angle Valve. . . 1 46-048-1-004 16 1/4" Tube, 36 1/2" x 3-1/2"
6 Model AD-1 24" Long. . . . . . . . . 1 CH Nipple . . . . . . . . . . . 1 CH
Automatic 17 1/4" Plug. . . . . . . . . 2 CH 37 3/4" x Close
Drain Valve. . . . . . . 1 52-793-1-004 18 1/2" Plug. . . . . . . . . 1 CH Nipple. . . . . . . . . . . 2 CH
7 1/2" Ball Valve . .. . 1 46-050-1-004 19 3/4" Plug. . . . . . . . . 1 CH 38 3/4" x 1-1/2"
8 1/2" Swing 20 1" Plug .......... 1 CH Nipple. . . . . . . . . . . 2 CH
Check Valve . . . . . . 1 46-049-1-004 21 1/2" Union. . . . . . . . 1 CH 39 3/4" x 2" Nipple. . . . 1 CH
9 3/4" Angle Valve . . . 1 46-048-1-005 22 3/4" Union. . . . . . . . 1 CH 40 3/4" x 3" Nipple. . . . 1 CH
10 3/4' Swing 23 1/2" 900 Elbow. . . . 1 CH 41 1" x 4" Nipple . . . . . 1 CH
Check Valve . . . . . . 1 46-049-1-005 24 1/2" 450 Elbow ... . 1 CH 42 2" x 4-1/2"
11 2" Angle Valve . .. . 1 46-048-1-009 25 1/2" Tee .........2 CH Nipple . . . . . . . . . . . 1 CH
12 Drip Funnel 26 1/2" x 1/4" x 1/2"
Connector........1 92-211-1-005 Reducing Tee . . . . . 3 CH All Fittings and Nipples
13 Drip Funnel 27 1/2" x 1/2" x 1/4" are Galvanized
Bracket . . . . . . . . . . 1 92-211-1-003 Reducing Tee . . . . . 1 CH CH: Common Hardware
FIGURE 4
4 INCH (DN100) MODEL DPV-1 DRY PIPE VALVES
- EXPLODED VIEW OF VAL VE TRIM -
TFP1041
Page 7 of 12
'.;'
1/2 INCH NPT
CONNECTION
FOR OPTIONAL
ACCELERATOR
CONNECTION DRAIN VALVE
FOR WATER FLOW \
PRESSURE ALARM
SWITCH
3/4 INCH NPT
CONNECTION
FOR WATER
MOTOR ALARM
3/4 INCH NPT
CONNECTION
TO DRAIN
AIR SUPPLY
CONTROL VALVE
(NORMALLY
OPEN)
SYSTEM
AIR SUPPLY
PRESSURE
GAUGE
SLOPE
DOWN
1/2 INCH NPT
CONNECTION
FOR SYSTEM
AIR SUPPLY
ALARM
TEST VALVE
(NORMALLY
CLOSED)
2 INCH NPT
CONNECTION
TO DRAIN
4 INCH (DN100)
MODEL DPV-1
DRY PIPE VALVE
1 INCH NPT NOTES:
CONNECTION 1. INSTALL TRIM ASSEMBLIES IN
ALPHABETICAL ORDER.
2. SEE FIGURE 3 FOR VALVE PORT
IDENTIFICATION.
3. ROUTE 1/4" TUBING TO DRIP FUNNEL.
4. SLOPE ASSEMBLY B DOWN TOWARD
BACK OF VALVE TO FACILITATE
SUFFICIENT LOW BODY DRAINAGE.
FIGURE 5
4 INCH (DN100) MODEL DPV-1 DRY PIPE VALVES
- ASSEMBL Y PROCEDURE FOR VAL VE TRIM-
Step 7. Unused pressure alarm switch
and/or water motor alarm connections
must be plugged.
Step 8. The Pressure Relief Valve pro-
vided with the Valve Trim is factory set
to relieve at a pressure of approxi-
mately 45 psi (3,1 bar), which can typi-
cally be used for a maximum normal
system air pressure of 40 psi (2,8 bar).
The Pressure Relief Valve may be re-
set to a lower or higher pressure; how-
ever, it must be be reset to relieve at a
pressure which is in accordance with
the requirements of the Authority Hav-
ing Jurisdiction.
To reset the Pressure Relief Valve, first
loosen the jam nut and then adjust the
cap accordingly - clockwise for a
higher pressure setting or counter-
clockwise for a lower pressure setting.
After verifying the desired pressure
setting, tighten the jam nul.
Step 9. Installation of an Air Mainte-
nance Device, as described in the
Technical Data Section, is recom-
mended.
Step 10. An Inspector's Test Connec-
tion as required By NFPA 13 must be
provided on the system piping at the
most remote location from the Model
DPV-1 Valve.
Step 11. Conduit and electrical con-
nections are to be made in accordance
with the requirements of the authority
having jurisdiction and/or the National
Electric Code.
Step 12. Before a system hydrostatic
test is performed in accordance with
NFPA 13 system acceptance test re-
quirements, the Clapper Assembly is
to be manually latched open (Ref. Fig.
3D); the Automatic Drain Valve (Item 6,
Fig. 4) is to be temporarily replaced
with a 1/2 inch NPT plug, and the
Handhole Cover Bolts are to be tight-
ened using a cross-draw sequence.
Valve Setting
Procedure
Steps 1 through 12 are to be per-
formed when initially setting the Model
DPV-1 Dry Pipe Valve; after an opera-
tional test of the fire protection system;
or, after system operation due to a fire.
Step 1. Close the Main Control Valve,
and close the Air Supply Control Valve
(Fig. 5). Close the Accelerator Control
Valve (Fig. 6) as applicable.
Step 2. Open the Main Drain Valve
(Fig. 5) and all auxiliary drains in the
system. Close the auxiliary drain
valves after water ceases to discharge.
Leave the Main Drain Valve open.
Step 3. Depress the plunger of the
Automatic Drain Valve (Fig. 5) to verify
that it is open and that the DPV-1 Valve
is completely drained.
Step 4. Open the Optional Alarm Con-
trol Valve (Fig. 4), as applicable, if it
was closed to silence local alarms.
Step 5. As necessary, replace all
sprinklers that have operated. Re-
Page 8 of 12
ACCELERATOR
PRESSURE
GAUGE ~
DRY PIPE VALVE
ACCELERATOR
RESET
KNOB
VENT
PLUG
RESTRICTION
ACCESS PLUG
NO DESCRIPTION QTY PIN
250 psil 1750 kPa
Air Pressure
Gauge...........1
1/2" Y-Strainer .... 1
1/2" Globe Valve. . . 1
1/2" Swing
Check Valve . . . . . . 1
1/2" Union. . . . . . , . 2
1/2" 900 Elbow.. .3
1/2" x 1-1/2"
Nipple. . . . . . . . . , . 6 CH
8 1/2" x 3" Nipple. . , . 1 CH
9 1/2" x 3-1/2"
Nipple. . . . . . . . . . . 1 CH
10 1/2" x 5-1/2"
Nipple . . . . . . . . . . . 1 CH
2
3
4
92-343-1-012
52-353-1-005
46-047-1-004
5
6
7
46-049-1-004
CH .
CH
CH: Common Hardware
ACCELERATOR
CONTROL VALVE
(NORMALLY OPEN)
ACCELERATOR
PRESSURE
GAUGE
7
5
7
6
TFP1041
1/2" NPT CONNECTION
TO SYSTEM PIPING
4 INCH (DN100)
MODEL DPV-1
DRY PIPE VALVE
WITH TRIM
1/2" NPT
ACCELERATOR
TRIM CONNECTION
TO DRY PIPE VALVE
INTERMEDIATE
CHAMBER
FIGURE 6
4 INCH (DN100) MODEL DPV-1 DRY PIPE VALVE
- OPTIONAL MODEL ACC-1 ACCELERATOR AND ACCELERATOR TRIM-
placement sprinklers must be of the
same type and temperature rating as
those whiqh have operated.
NOTE
In order to prevent the possibility of a
subsequent operation of an over-
heated solder type sprinkler, any sol-
der type sprinklers which were possi-
bly exposed to a temperature greater
than their maximum rated ambient
must be replaced.
Step 6. Push down on the Reset Knob
(Fig. 3E) to allow the Clapper Assem-
bly to res eat.
Step 7. Pressurize the system with air
(or nitrogen) to 20 psi (1,4 bar), and
then individuaily open all auxiliary
drain valves in the system piping to
drain any remaining water in trapped
sections. Close each drain valve as
soon as water ceases to discharge.
Also partially open the Low Body Drain
Valve (Fig. 5) to assure that the riser is
completely drained. Close the Low
Body Drain Valve as soon as water
ceases to discharge.
Step 8. Refer to Table A and then re-
store the system to the normal system
air pressure as necessary to hold the
DPV-1 Valve closed.
Step 9. Depress the plunger on the
Automatic Drain Valve to make sure it
is open and that there is no air dis-
charging.
The absence of air discharging from
the Automatic Drain Valve is an indica-
tion of a properly set air seat within the
DPV-1 Valve. If air is discharging, refer
to the Care and Maintenance section
under Automatic Drain Valve Inspec-
tion to determine/correct the cause of
the leakage problem.
Step 10. If the DPV-1 is equipped with
a Model ACC-1 Dry Pipe Valve Accel-
erator, refer to the Technical Data
Sheet for the ACC-1 for resetting in-
structions, and reset the ACC-1 .
Step 11. Partially open the Main Con-
trol Valve. Slowly close the Main Drain
Valve as soon as water discharges
from the drain connection.
Depress the plunger on the Automatic
Drain Valve to make sure that it is open
and that there is no water discharging.
The absence of water discharging
from the Automatic Drain Valve is an
indication of a properly set water seat
within the DPV-1 Valve. If water is dis-
charging, refer to the Care and Main-
tenance section under the Automatic
Drain Valve Inspection to deter-
mine/correct the cause of the leakage
problem.
If there are no leaks, the DPV-1 Valve
is ready to be placed in service and the
Main Control Valve must then be fully
opened.
NOTE
After setting a fire protection system,
notify the proper authorities and ad-
vise those responsible for monitoring
proprietary and/or central station
alarms.
Step 12. Once a week after a valve is
reset following an operational test or
system operation, the Low Body Drain
Valve (and any low point drain valves)
should be partially opened (and then
subsequently closed) to relieve drain-
back water. Continue this procedure
until drain-back water is no longer pre-
sent.
TFP1041
12"
~ (300 mm)
I I
I I
r;~l
I I
I I
L, ~
6"
(150 mm)
Care and
Maintenance
The following procedures and inspec-
tions should be performed as indi-
cated, in addition to any specific re-
quirements of the NFPA, and any
impairment must be immediately cor-
rected.
The owner is responsible for the in-
spection, testing, and maintenance of
their fire protection system and de-
vices in compliance with this docu-
ment, as well as with the applicable
standards of the National Fire Protec-
tion Association (e.g., NFPA 25), in
addition to the standards of any
authority having jurisdiction. The in-
stalling contractor or product manufac-
turer should be contacted relative to
any questions.
It is recommended that automatic
sprinkler systems be inspected,
tested, and maintained by a qualified
Inspection Service.
NOTES
The operational test procedure and
waterflow pressure alarm test proce-
dure will result in operation of the as-
sociated alarms. Consequently, notifi-
cation must first be given to the owner
and the fire department, central sta-
tion, or other signal station to which the
alarms are connected.
24-1/2"
(625 mm)
17-1/4"
(440 mm)
13-5/8 "
(346.1 mm)
FxF or FxG
2-1/2" (65 mm)
r
FIGURE 7
4 INCH (DN100) MODEL DPV-1 DRY PIPE VALVE
- NOMINAL INSTALLA TION DIMENSIONS _
Before closing a fire protection system
main control valve for maintenance
work on the fire protection system that
it controls, permission to shutdown the
affected fire protection systems must
first be obtained from the proper
authorities and all personnel who may
be affected by this decision must be
notified.
Annual Operation Test Procedure
Proper operation of the DPV-1 Valve
(i.e., opening of the DPV-1 Valve dur-
ing a fire condition) should be verified
at least once a year as follows:
Step 1. If water must be prevented
from flowing beyond the riser, perform
the following steps.
· Close the Main Control Valve.
· Open the Main Drain Valve.
· Open the Main Control Valve one
turn beyond the position at which
water just begins to flow from the
Main Drain Valve.
· Close the Main Drain Valve.
Step 2. Open the system's Inspector's
Test Connection.
Step 3. Verify that the DPV-1 Valve has
operated, as indicated by the flow of
water into the system and that all wa-
terflow alarms operate properly.
Step 4. Close the system's Main Con-
trol Valve.
Page 9 of 12
15"
(380 mm)
12"
(300 mm)
14"
(355 mm)
Step 5. Reset the DPV-1 Valve in ac-
cordance with the Valve Setting Proce-
dure.
NOTE
It is recommended that the require-
ment of NFPA 25 to annually inspect
the inside of the valve be performed at
this time and prior to resetting the
DPV-1 Valve. Refer to the Automatic
Drain Valve Inspection sub-section
Steps 2 through 5 for instructions with
regard to the inspection of the Clapper
Facing.
Quarterly Waterflow Alarm Test
Procedure
Testing of the system waterflow alarms
should be performed quarterly. To test
the waterflow alarm, open the Alarm
Test Valve, which will allow a flow of
water to the Waterflow Pressure Alarm
Switch and/or Water Motor Alarm.
Upon satisfactory completion of the
test, close the Alarm Test Valve.
Water Pressure Inspection
The Water Pressure Gauge is to be
inspected each week to ensure that
normal system water pressure is being
maintained.
Air Pressure Inspection
The Air Pressure Gauge is to be in-
spected each week to ensure that nor-
mal system air pressure is being main-
tained.
Page 10 of 12
Automatic Drain Valve Inspection
The Automatic Drain Valve should be
inspected each week by depressing
the plunger and checking to ensure
that the Automatic Drain Valve is not
discharging water and/or air. A dis-
charge of water and/or air is an indica-
tion that the air and/or water seats are
leaking, which could subsequently
cause a false operation should the in-
termediate chamber become inadver-
tently pressurized.
If leakage is present, take the DPV-1
Valve out of service (i.e., close the
main control valve, open the main
drain valve, close the air supply control
valve, close the Accelerator Control
Valve as applicable, and open the In-
spector's Test Connection to relieve
the system air pressure to 0 psig as
indicated on the System Air Pressure
Gauge), and then after removing the
Handhole Cover, perform the following
steps:
Step 1. Make sure that the Seat Ring
is clean and free of any nicks or signifi-
cant scratches.
Step 2. Remove the Clapper Assem-
bly from the valve by first pulling out
the Hinge Pin.
Step 3. Disassemble the Clapper Fac-
ing Retainer from the Clapper so that
the Clapper Facing can be removed
and inspected. Make sure that the
Clapper Facing does not show signs of
compression set, damage, etc. Re-
place the Clapper Facing if there is any
signs of wear.
Step 4. Clean the Clapper Facing,
Clapper, and Clapper Facing Retainer,
and then reassemble the Clapper As-
sembly.
Step 5. Reinstall the Clapper Assem-
bly with its Hinge Pin and then reinstall
the Handhole Cover.
TFP1041
Limited
Warranty
Products manufactured by Tyco Fire
Products are warranted solely to the
original Buyer for ten (10) years
against defects in material and work-
manship when paid for and properly
installed and maintained under normal
use and service. This warranty will ex-
pire ten (10) years from date of ship-
ment by Tyco Fire Products. No war-
ranty is given for products or
components manufactured by compa-
nies not affiliated by ownership with
Tyco Fire Products or for products and
components which have been subject
to misuse, improper installation, corro-
sion, or which have not been installed,
maintained, modified or repaired in ac-
cordance with applicable Standards of
the National Fire Protection Associa-
tion, and/or the standards of any other
Authorities Having Jurisdiction. Mate-
rials found by Tyco Fire Products to be
defective shall be either repaired or
replaced, at Tyco Fire Products' sole
option. Tyco Fire Products neither as-
sumes, nor authorizes any person to
assume for it, any other obligation in
connection with the sale of products or
parts of products. Tyco Fire Products
shall not be responsible for sprinkler
system design errors or inaccurate or
incomplete information supplied by
Buyer or Buyer's representatives.
IN NO EVENT SHALL TYCO FIRE
PRODUCTS BE LIABLE, IN CON-
TRACT, TORT, STRICT LIABILITY OR
UNDER ANY OTHER LEGAL THE-
ORY, FOR INCIDENTAL, INDIRECT,
SPECIAL OR CONSEQUENTIAL
DAMAGES, INCLUDING BUT NOT
LIMITED TO LABOR CHARGES, RE-
GARDLESS OF WHETHER TYCO
FIRE PRODUCTS WAS INFORMED
ABOUT THE POSSIBILITY OF SUCH
DAMAGES, AND IN NO EVENT
SHALL TYCO FIRE PRODUCTS' LI-
ABILITY EXCEED AN AMOUNT
EQUAL TO THE SALES PRICE.
THE FOREGOING WARRANTY IS
MADE IN LIEU OF ANY AND ALL
OTHER WARRANTIES EXPRESS OR
IMPLIED. INCLUDING WARRANTIES
OF MERCHANTABILITY AND FIT-
NESS FOR A PARTICULAR PUR-
ffJ.SE...
I
\
TFP1041
Ordering
Procedure
All orders for Model DPV-1 Dry Pipe
Valves, trim, accessories, and replace-
ment parts must include the descrip-
tion and Part Number (P/N), where
applicable.
DPV-1 Valve with
Factory Assembled
Galvanized Trim:
Specify: 4 Inch/DN100 Model DPV-1
Dry Pipe Valve with Factory Assem-
bled Galvanized Trim and (specify inlet
x outlet) end connections, PIN (spec-
ify).
ANSI Drilled Flange
x 4.50 inch
(114,3 mm) O.D.
Groove. . . . . . . . .. . . . . .. PIN 52-309-2-413
ANSI Drilled Flange
x ANSI Drilled
Flanged. . . . ..... . .. . .. PIN 52-309-2-013
ISO Drilled Flange
x 4.50 inch
(114,3 mm) O.D.
Groove. . . . . . . ... . '" .. PIN 52-309-2-213
ISO Drilled Flange
x ISO Drilled
Flanged.... ........... PIN 52-309-2-113
DPV-1 Valve:
Specify: 4 Inch/DN100 Model DPV-1
Dry Pipe Valve with (specify inlet x
outlet) end connections, PIN (specify).
ANSI Drilled Flange
x 4.50' inch
(114,3 mm) O.D.
Groove..... ........... PIN 52-309-1-413
ANSI Drilled Flange
x ANSI Drilled
Flanged. . . . . ..... . . . .. PIN 52-309-1-013
ISO Drilled Flange
x 4.50 inch
(114,3 mm) O.D.
Groove. . . . . ... .. . . . . .. PIN 52-309-1-213
ISO Drilled Flange
x ISO Drilled
Flanged............... PIN 52-309-1-113
Galvanized DPV-1 Trim
(Ref. Figure F):
Specify: 4 Inch DPV-1 Semi-Preas-
sembled Galvanized Trim,
PIN 52-309-2-001.
Page 11 of 1 2
Optional Accelerator:
Specify: Model ACC-1 Dry Pipe Accel-
erator, PIN 52-311-1-001.
Optional "Standard Order"
Galvanized Accelerator Trim:
Specify: Galvanized Accelerator Trim
for Model DPV-1 Dry Pipe Valve, PIN
52-311-2-010.
Optional 600 PSI Water Pressure
Gauge:
Specify: 600 PSI Water Pressure
Gauge, PIN 92-343-1-004.
Accessories:
Order the Technical Data Sheets for
the following, as applicable, for details
and additional accessories:
Model PS10-2A
Potter Electric
Walerflow
Pressure Alarm
Switch................ PIN 54-281-1-002
Model WMA 1
Water Motor
Alarm.. .. . . . . .. . " . .. PIN 52-630-1-001
Model AMD-1
Air Maintenance
Device. . . . . . . . . . . . . . " PIN 52-324-2-002
Model AMD-2
Air Maintenance
Device. . . . . . . . . . . . . . .. PIN 52-326-2-001
Model AMD-3
Nitrogen
Maintenance De-
vice. . . . . . . . . . . . . . . . .. PIN 52-328-2-001
Replacement Valve Parts:
Specify: (description) for use with 4
Inch/DN100 Model DPV-1 Dry Pipe
Valve, PIN (see Figure 1).
Replacement Trim Parts:
Specify: (description) for use with 4
Inch/DN100 Model DPV-1 Dry Pipe
Valve, PIN (see Figure 4).
Weights:
The following are the nominal weights for
the valves and trim:
4 Inch (100 mm)
Model DPV-1
F x G Dry Pipe Valve
with Trim. . . . . . . . . . . . . . . . . . . . . 107 Ibs. (50 kg)
4 Inch (100 mm)
Model DPV-1
F x F Dry Pipe Valve
with Trim. . . . . . . . . . . . . . . . . . . . . 117 Ibs. (55 kg)
4 Inch (100 mm)
Model DPV-1
F x G Dry Pipe Valve. . .. . .. . . .. 671bs. (31 kg)
4 Inch (100 mm)
Model DPV-1
F x F Dry Pipe Valve. . . . . . . . . . .. 77lbs. (36 kg)
4 Inch (100 mm) Valve Trim. . . . .. 30 Ibs. (14 kg)
Page 12 of 12
TFP1041
TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446
EEI\JTRAL ATTIC 2-97
Attic Sprinklers™
Specific Application
· Back to Back™
· Single Directional™
. HlpTM
Manufactured by: Central Sprinkler Company
451 North Cannon Avenue, Lansdale, Pennsylvania 19446
~ Product
_ Description
The Attic Sprinklers™ are the evolution of
fire sprinklers for attics. The Attic Sprin-
klers™ provide the best fire protection in
an attic while saving cost by using
extended coverage spacing. The Attic
Sprinklers™ have undergone the most
extensive fire testing ever done for attics
and are allowed for use under their
specific application guidelines by U.L. and
NFPA.
The Attic Sprinklers™ are the first sprin-
klers to be:
· Listed for extended coverage in combus-
tible construction.
. Full-scale fire tested in both wet and dry
system scenarios.
. Full-scale tested, for Listing in wood
truss construction.
· Listed for specific pitches of roof slope.
The Attic Sprinklers ™ provide the best
level of protection and control cost by
eliminating the need for additional
sprinklers and the associated cost. There
is just one branch line along the ridge for
the entire building unless there is a need
for single directional or hip sprinklers. In
that case, there is still only one line in
each area. For example, a system in a
60'~0" wide attic would use 5 branch lines
to cover the main portion of the building
and several off-set branch lines to cover
the hip area. With the attic sprinklers,
there is just one line down the ridge and
one down each slope of the hip. This is
approximately 80% less pipe that needs
to be installed. This saves the cost of the
pipe, fittings, hangers, and associated
lahar for three branch lines. Also the
volume of the system is reduced. This
could reduce the size of the dry pipe valve
or allow the 60 second requirement to be
met without an accelerator.
The other cost reduction is in the new
Listing of BlazeMaster CPVC for Attic
spaces feeding the wet system
sprinklers below the ceiling.
Traditionally BlazeMaster CPVC has
been used on the lower floors in the
joist space above a ceiling that does not
require sprinklers. The cost of using
CPVC on those floors can now be
translated to the upper floor even if
sprinklers are required in the attic.
There are three (3) models of Attic Sprin-
klers™, Back to Back™ (dual directional), a
Single Directional™ and a HipTM sprinkler.
The Back to Back™ and Single Direc-
tional™ sprinklers have three separate
versions that are used for different roof
pitches. The pitches can vary from a
minimum of 4 in 12 to a maximum of
12 in 12.
The Back to Back™ (dual directional)
The Back to Back™ Attic Sprinkler™,
named so because it performs like two
sidewall sprinklers placed back to back
with one operating element, throws a
narrow but long pattern. The narrow
spacing along the ridge serves two
purposes. The response time is
reduced by having the sprinklers no
farther than 6'-0" apart and the spray
(continued on page 10)
~ Technical
illlllIiI Data
Models: BB1-1~2, BB2-1~2, BB3-1~2
BB1, BB2, BB3
SD1, SD2, SD3
HIP
Orifice Size: W' (12.7 mm) or 1~2" (13.5 mm)
(see chart)
K-Factor: W' = 5.6 (80.08) Nominal
1~2" = 7.8 (111.54) Nominal
(see chart)
Response: Quick
Thread: W' (12.7 mm) or %" (19.1 mm) N.P.T.
(see chart)
Temperature: 2000F Bulb or 2120F Link
(see chart)
Listing: U.L., U.L.C.
Maximum Working Pressure:
175 psi (12.07 bar)
Factory Hydro Test: 100% at 500 psi
(34.48 bar)
Model K-Factor Thread Temp. OF Orifice
BB 1 ''i'32 7.8 % 2000 bulb ''iS2
BB2 ''iS2 7.8 % 2000 bulb ''i'32
BB3 ''iS2 7.8 % 2000 bulb ''iS2
BB1 5.6 'h 2120 link '12
BB2 5.6 'h 2120 link 'h
BB3 5.6 'h 2120 link 'h
SD1 5.6 'h 2120 link '12
SD2 5.6 'h 2120 link '12
SD3 5.6 'h 2120 link 'h
HIP 5.6 'h 2000 bulb 'h
Standard Finish: brass
Length: 3" (76.2mm) maximum*
Weight: 5 oz. (142 grams) maximum*
'See page 2 for exact dimensions.
Patent Pending
LO
No. A.1.0
Back to Back™
Dual Directional Attic Sprinkler™
BB1-1~2", BB2-1~2", BB3-1~2"
Back to Back™
Dual Directional Attic Sprinkler™
BB1, BB2, BB3
I
2 1/16"
j
3/4" NPT
1/2" NPT/
Single Directional Attic Sprinkler™
SD1, SD2, SD3
HlpTM Sprinkler
/-'
~
il
2"
)J
1/2" NPT/
3"
Jl2" NPT/
Use of U.L. Listed CPVC Piping
To use BlazeMaster CPVC in the attic to feed the wet system ceiling
sprinklers on the floor below, there must be 6" of insulation covering the pipe
extending 12" on each side away from the centerline of the pipe and the
area above the CPVC must be protected by Attic Sprinklers™ (see figure 9).
If the pipe is located inside the ceiling joist, the joist channel must be
covered or filled with 6" of non-combustible insulation on top of the pipe and
the area above must be protected by Attic Sprinklers™ (see figure 10).
l~ A
2
~ Design
~ Data
Specific Application Guidelines
Area of Use:
Roof structures, combustible and non-combustible including
wood joist and wood trussed attics with a ceiling below.
Hazard: Light hazard.
r
Maximum Roof Span:
60 feet for BB model sprinklers and 40 feet for SO model
sprinklers and 28 feet for HlpTM sprinklers (see figures 1, 2 &
12). See table on page 4 for minimum sprinkler flows and
pressures. Roof span may be up to 80'-0" by using additional
standard spray sprinklers (see figure 13 & 14).
~
Minimum Distance Between Attic SprinklersTM:
4 feet as measured along branch line for BB'1'32", BB or SO (see fig. 3).
3 feet as measured along branch line for HIP (see figure 11).
Maximum Distance Between Attic Sprinklers™: 6 feet on
center along the branch line (see figure 3).
Minimum Distance Between Standard and Attic SprinklersTM:
6 feet as measured along the peak/ridge direction (see figure 4)
and 26 feet in the slope direction for BB'Y'32", BB and HIP
versions (see figure 6).
Deflector Installation Position Below Peak/Ridge:
22" maximum, 16" minimum (see figure 5).
Minimum Distance Away From Trusses:
Attic Sprinklers™ must be installed 6" away from the face of
trusses (see figure 7).
Maximum Distance From the Center Line of Ridge: 6" (see
figure 8).
Maximum Distance For HlpTM Sprinklers From the Center
Line of the Hip: 6" (see figure 8).
Use of U.L. Listed CPVC Pioing:
To use BlazeMaster CPVC in the attic to feed the wet system
ceiling sprinklers on the floor below, there must be 6" of
insulation covering the pipe extending 12" on each side away
from the centerline of the pipe and the area above the CPVC
must be protected by Attic Sprinklers™ (see figure 9). If the pipe
is located inside the ceiling joist, the joist channel must be
covered or filled with 6" of non-combustible insulation on top of
the pipe and the area above must be protected by Attic
Sprinklers™ (see figure 10). Insulation is for fire protection
purposes. It is not freeze protection. BlazeMaster™ CPVC
must be installed in accordance with the BlazeMasterTM
installation guide instructions with respect to heat sources.
System Type: Wet or Dry
Sprinkler Data:
K-Factor, Orifice, Thread Size and
Temperature see chart on page 1.
Hydraulic Requirements:
For hydraulic requirements see page 11.
To Determine the Correct Flow and Pressure: Determine the
model span (measured flat) and the slope of the roof. Use this
information with the chart on page 4. There is no interpolation
of the flow and pressure shown. Round all cases to the next
higher spacing. For example, a 45'-0" span with the BB1'Y'32"
would be calculated at the 60'-0" span.
Obstructions:
See page 7 for guidelines.
Maximum Coverage Area: 400 square feet.
Spacing for Back to Back Attic Sprinklers™ is determined by
twice the distance of the furthest throw measured along the
slope, multiplied by the distance along the branch line
(maximum distance along branch line is 6'-0" regardless of the
length of the throw). Note: The distance along the
branchline may have to be reduced to less than the
maximum of 6'-0" to remain under 400 sq. ft. maximum
depending on the slope and the span. In no case can the
span exceed 60'-0" without additional standard spray
sprinklers.
Spacing for the Single Directional™ Attic Sprinklers is the
distance along the branch line multiplied by the distance of the
throw down the slope. Regardless of the throw, the maximum
distance along the branchline is 6'-0" the maximum throw,
measured horizontally is 40'-0", and the maximum spacing per
sprinkler is 400 square feet.
Spacing for the HipTM sprinkler is the distance down the larger
slope multiplied by two multiplied by the distance between the
sprinklers as measured along the slope of the hip.
t()~
3
Attic Sprinkler™ Design Data
Roof SpanO Flow Pressure
Sprinkler (ftJ*** (gpm) (psi) K-Factor Pitch
BBP%2 60 (or less) 38 23.7 7.8 4:12 to less than 7:12
BB2-17/32 60 (or less) 38 23.7 7.8 7:12 to less than 10:12
BB3-'132 60 (or less) 40 26.3 7.8 10:12 to 12:12
BB1 60 (to more than 40) 38 46.0 5.6 4:12 to less than 7:12
BB2 60 (to more than 40) 38 46.0 5.6 7:12 to less than 10:12
BB3 60 (to more than 40) 38 46.0 5.6 10:12 to 12:12
BB1 40 (or less) 25 20.0 5.6 4:12 to less than 7:12
BB2 40 (or less) 25 20.0 5.6 7:12 to less than 10:12
BB3 40 (or less) 25 20.0 5.6 10:12 to 12:12
801 40 (to more than 30) 35 39.0 5.6 4:12 to less than 7:12
S02 40 (to more than 30) 35 39.0 5.6 7:12 to less than 10:12
803 40 (to more than 30) 35 39.0 5.6 10:12 to 12:12
S01 30 (to more than 10) 25 20.0 5.6 4:12 to less than 7:12
802 30 (to more than 10) 25 20.0 5.6 7:12 to less than 10:12
803 30 (to more than 10) 25 20.0 5.6 10:12 to 12:12
S01 10 (or less) 19 11.5 5.6 4:12 to less than 7:12
802 10 (or less) 19 11.5 5.6 7:12 to less than 10:12
803 10 (or less) 19 11.5 5.6 10:12 to 12:12
HIP **28 (to more than 20) 34 36.9 5.6 4:12 to less than 12:12
HIP **20 (or less) 25 20.0 5.6 4:12 to 12:12
* This is the span as measured horizontal, not along the slope as shown in figure 1.
.. The HIP sprinkler spacing is measured as shown in figure 12.
..* For BB and HIP sprinklers in attics greater than 60' and equal or less than 80' see Figures 13 & 14.
to c
4
Figure 1
Span Direction Dual Directional
Figure 3
I"
4'-0" minimum
-6'-0" maximum
R!9ge
-1/
,
,
I
,
,
I
,
I
Truss I
-,
I
I
,
I
I
I
I
I
, I
Attic Sprinklers
I '
I
I
I
I
I
I
I
I
I
I
, I
Branch Line
\
Ceiling
Figure 5
Figure 2
16" minimum
22" maximum
To Bottom of
Sheathing
Span Dimension
Single Directional
Span Dimension
Single Directional
Fiaure 4
Figure 6
to '])
c::
Figure 7
Ridge
/
I ; ; I ; I I I ; I
: I I I I I I I I
Ii II L,I Ii II
I^~~'h:q'~""';':""'~-'""''''''>:'::~''''''''''''WI~''!''''~W'''<~'''''''' .' - "7"""";'<<-~~':'~'~"'W~:.:..itl'---;I_'~,!~:"'~'~S;"h."'4.:"i0'(;{':j,;:~ .y.:~''':'",J~
II II II 1\,
I I I I :.--..1 I I I I I
: ' : 6": : : . : :
: : :: minimum I : : Branch Llne, :
I I Truss I I I
'-,
\
Ceiling
Figure 8
6" max.
r--
Figure 9
Non-Combustible Insulation
6"
Insulation
Insulation of piping is for
fire protection, not
freeze protection.
Figure 10
Non-Combustible Insulation
~6"
~
~.~.~
~ , OR
@ ~
Non-Combustible
Insulation
+
~:6"
~~-=-
'r-f
% %
CPVC
Design Guidelines
To design a project with attic sprinklers use these steps as a guideline:
. Determine if single, dual directional or hip sprinkler is needed.
· Determine the roof slope is between 4: 12 to 12: 12. If more than one
slope is being used on a project, select the correct sprinkler for each
area.
· Follow the guidelines for each type of sprinkler as follows:
For Back to Back™ (dual directional)
· Determine the throw needed (see spacing requirements on page 3). If
over 20'-0" up to 60'-0" is required, use the 17/32" orifice back to back™
dual directional to reduce the pressure required, or if pressure is not a
concern, use the W' to minimize over discharge.
· If less than 20'-0" is required, use the W' orifice back to back™ dual
directional to minimize pressure and flow requirements.
. Determine the distance along the slope. If the distance is not equal,
use the longer side. Multiply the longer side by two to determine the
spacing down the slope. 400 divided by this will determine the
maximum spacing along the ridge. The maximum is 6'-0". For
example, a 12:12 slope at the maximum span of 60 feet will produce a
slope length of approximately 42.5 feet. That number multiplied by
two produces a 85' throw. 400 square feet maximum divided by an
85' throw only allows a 4'-8" spacing along the ridge. Using the
maximum spacing, space the sprinklers along the ridge.
. Avoid obstructions as shown on page 7. If necessary, add standard
sprinklers to maintain coverage around obstructions.
· Calculate the sprinkler system in accordance with the appropriate flow
and pressure information on page 3. There is no interpolation of the
flows and pressures shown on the chart.
For Single Directional™
· Determine the throw needed.
· As the 400 square feet is not a factor with the Single Directional™, the
maximum spacing is 6'-0" and the minimum is 4'-0" (see figures 2
& 11). (The reason 400 square feet is not an issue with the single
directional™ is because at its maximum spacing, 6'-0" on center/
covering 40'-0" f1at/a 12:12 slope/and the throw being 56.5 feet, the
400 square foot maximum would not be exceeded.)
· Avoid obstructions as shown on page 7. If necessary, add standard
sprinklers to maintain coverage around obstructions.
· Calculate the sprinkler system in accordance with the appropriate flow
and pressure information on page 3. There is no interpolation of the
flows and pressures shown on the chart.
For HlpTM Sprinkler (see figure 11)
. Verify framing direction is perpendicular to outside wall (see figures 11
& 12). If not, cover that area with standard sprinklers.
· From the intersection of the top of the hip and the ridge the maximum
distance down the slope of the hip is 3'-0". Start the layout with the
first sprinkler as close to that point as possible, but no further, while
staying 6" away from the face of the trusses. Remember the slope of
the hip is not equal to the slope of the roof from the ridge to the
outside wall. Continue to space sprinklers down the hip at a
maximum of 6'-0" on center as measured along the slope of the hip.
When the bottom of the hip is encountered, the last sprinkler must be
within 7'-6" of the outside wall as measured flat (plan view). If this
pipe is "cut to fit" remember to take into account the different slopes
the hip and the roof as well as distances measured along the slope
verses horizontal in plan view.
· Avoid obstructions as shown on page 7. If necessary, add standard
sprinklers to maintain coverage around obstructions.
~() e
6
Figure 11
HIP Installation if Framed Parallel to Outside Wall
to be
used in this area. Install
per NFPA 13. When truss
direction is parrallel to
outside wall, as shown, see
figure 12 for joists
perpendicular to outside
wall.
, I ' I
I I I
Single Directional
Attic Sprinkler™
V
I
I
Back Back
Attic Sprinkler™
Ridge
60'
40'-0"
maximum
I
Outside
Wall
Be sure that single directional sprinklers are installed
vertical as the deflector compensates for the slope.
Figure 1 2
HIP Installation if Framed Perpendicular to Outside Wall
Outside
Wall
· -- Slope---
~
------------
ki_IP~~ _~~rin~I~~ '"
~. I /''' 3' 0" ( I )
~ ~<:f'~- - ~ - - ,,~/.. -t max. on S ope
~ -<-4'- ~ - - - - I "[
<b',~ Z)O I I
O:J-~Cj- - I I I
~- -- I : : :
"- : : : : : maximum
I I I I I
I I I I I
" ,
Ridge
i
Slope-
~
28'-0"
(
\
I I
~ 7'-6" max.
IOF
7
Obstructions
Obstructions to Attic Sprinklers™ differ from standard sprinklers and the following criteria shall be used.
There can be up to a 6" obstruction, measured vertically, as long as it is 36", measured vertically, below the Attic
Sprinkler. If the obstruction is closer or larger, there must be a sprinkler on the other side of the obstruction. See figure
A & B. This does not limit the top cord of the trusses or the depth of the rafter, but rather obstructions that run across
the trusses or rafters.
Fiaure A
Fiqure B
If the obstruction is below the sprinkler, there must be 6" clearance over the top of the obstruction to allow water to pass
both over and under the obstruction. The 6" is measured perpendicular to the slope from the bottom of the joist. If
there is not 6" clearance, a sprinkler must be added on the opposite side of the obstruction.
Figure C
Fiaure D
Figure E
Figure F
See Table 1
Ducts, as per NFPA 13, require a sprinkler under
them if they are over 4'-0" wide. If they are not, then
no sprinkler underneath is required.
For Vertical Obstruction, See Table 1 on Page 9.
The maximum dimension of the obstruction is the
width of the obstruction and the horizontal
distance away from the obstruction is measured
flat.
\"
fo G
8
Table 1 * - Spacing for Vertical Obstructions
Maximum Dimension Minimum Horizontal
of Obstruction Distance to Obstruction
Y2"-1 " 6"
> 1 "-4" 12"
>4"-8" 24"
>8"_10" 5'
>10"-20" 10'
>20"-30" 15'
>30"-40" 20'
>40"-48" 25'
>48" sprinkler required beyond
* When minimum horizontal distance is less than Table 1,
an additional sprinkler is required beyond the obstruction.
Figure 13
BBTM and HlpTM Sprinklers for Attics Greater
Than 60' and Equal or Less Than 80'
Figure 14
If the attic has noncombustible insulation on the ceiling
below the attic sprinklers, the area of coverage is mea-
sured from the top of the insulation.
1--'0' Max. ---I~80' maximum for Allie SprinklerN coverage -i-'0' Max'-1.
,~- 80' ..
..I
Figure 15 - BBTM and HlpTM Sprinklers Plan View Perimeter Protection
Plan View Pari meter Protection
6'-0"
I- o.C. .1
Attic sprinklers in buildings over
60'-0" up to 80'-0" wide
lb'
J.-
.
60'-0"
Attic sprinklers in conjunction with stan-
dard sprinklers can be used to protect
attics over 60'-0" up to 80'-0" wide. Attics
over 80'-0" wide must use standard
sprinklers throughout as attic sprinklers
have not completed testing in this sce-
nario. To use attic sprinklers in these
attics, space attic sprinklers to protect the
center portion of the building, add stan-
dard sprinklers around the perimeter at a
maximum of 7'-0" and a minimum of 6'-0"
on center. The HlpTM sprinklers can
continue down the hip. Start spacing
standard sprinklers 31'-0" away from the
corner.
80'
-r-
10'
j
I I
:-:
I I
I I
I. I
I ;tart SpaCing.:
at 31'-0" away
from corner
t
Coverage by standard sprinklers
Max. 7'-0" on center
9
I 0 fit.
(continued from page 1)
can be concentrated in the throw
direction to obtain a pattern that will
cover up to 30'-0" each side when
measured horizontally. The three
different styles account for different
roof slopes and the two different
orifice sizes allow lower flows and
pressures for smaller spacing. The
Back to Back™ requires only one
line to be run down the ridge of the
attic to cover both sides. Be sure
that it is installed vertically, not
angled with the slope, and the
correct model is used to compensate
for the slope.
The Single Directional™
The Single Directional™ is much like
a conventional vertical sidewall.
However, the pattern is a narrow,
long throw like the Back to Back™.
The Single Directional™ is basically
half a Back to Back Attic Sprinkler™.
The use is primarily for attics that
have shear walls running to the roof
sheathing. These situations require
a pattern in only one direction.
Another use is when the framing
direction is parallel with the outside
wall in the hip area (see figure 11).
In this case, the Single Directional™
would be used on one side of the
slope and standard sprinklers would
be used to protect the other side. Be
sure that it is installed vertically, not
angled with the slope, and the
correct model is used to compensate
for the slope.
The HlpTM Sprinkler
The HlpTM Sprinkler covers the area
of the hip in the attic. This is a
slightly different concept than the
Back to Back™ or Single
Directional™. The HlpTM Sprinkler is
located along the slope down the
hip, and throws a 900 pattern toward
the outside eaves. This allows the
water to "corner" the fire and control
it even at far distances. It does not
throw much water directly up or
down the hip but rather it throws
most of the pattern out to each side
(900) down the slope of the roof and
therefore can be spaced 6'-0" to 3'-0"
on center down the slope without the
danger of cold solder. To use the
HlpTM Sprinkler, the framing must be
perpendicular to the outside wall
(see figure 12) and the maximum
throw cannot be over 28'-0"
measured flat. It, unlike the Back to
Back™ and Single Directional™, is
run with the deflector parallel with
the slope and there is only one
model with flows and pressures for
two different spacings.
Operation: The Attic Sprinklers™
employ either a glass bulb or link
activating mechanism. The glass
bulb capsule mechanism contains a
heat-sensitive liquid that expands
upon application of heat. At the
rated temperature, the frangible
capsule ruptures, thereby releasing
the orifice seal. The link version has
a thermal element which heat fuses,
resulting in a rapid expulsion of both
the activating mechanism and the
sealing cap. The sprinklers will then
discharge water in a pre-designed
spray pattern to control or extinguish
the fire.
~ Installation
All Central Attic Sprinklers™ must
be installed according to these
guidelines and 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 insure the mini-
mum required flow rate at the
sprinkler. Check for the proper
model, style, orifice size, and
temperature rating prior to installa-
tion. Install sprinklers after the
piping is in place to avoid mechani-
cal damage; replace any damaged
units.
10
Wet pipe systems must be
protected from freezing. Upon
completion of the installation, the
system must be tested per recog-
nized standards.
In the event of a thread leak,
remove the unit, apply new pipe jOint
compound or tape, and reinstall.
Installation Sequence
Step 1. The unit must be installed in
the upright position.
Step 2. Use only a non-hardening
pipe joint compound or Teflon* tape.
Apply only to the male threads.
Step 3. Hand tighten the sprinkler
into the fitting. Use a Central ELO
Sprinkler Wrench, 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.
All Attic Sprinklers™ shall be
oriented so the frame arms are
parallel with the branch line pipe.
The HIP, BB1-1%2, BB2-1%2 and
BB3-1~2, all use the combination
wrench (part #1106). The BB1, BB2,
BB3, SD1, SD2, and SD3 use an
open end adjustable wrench.
For all models except hip, install in
the upright position with the frame
arms vertical. The deflector takes
into account the slope. The hip
sprinkler is installed with the deflec-
tor parallel with the slope of the hip.
(
*Teflon is a trademark of the DuPont Corp. L 0 I
Hydraulic Calculation~
Attic sprinklers must be calculated in conformance with these
guidelines. In all cases, the design area shall include the most
hydraulic demanding sprinklers. More than one set of
calculations may be required to prove different situations.
1. Attics Protected Entirely with Back to Back Attic Sprinklers _
For wet systems, calculate the most demanding 5 sprinklers.
For dry systems, calculated the most demanding 7 sprinklers
(see Fig. 16).
2. Attics Protected Entirely with a Mixture of Back to Back and
HIP Attic Sprinklers - For wet systems, calculate the most
demanding 5 sprinklers. For dry systems, calculate the most
demanding 9 sprinklers with a maximum of 7 to be back to
back sprinklers (see Fig. 17).
Figure 16
Back to Back Calculation Example
(Dry System Shown)
Example: Calculate the 7 most demanding back to
back sprinklers along the ridge.
Figure 17
Mixed Attic Sprinkler Example
(Dry System Shown)
3. Attics Protected with Single Directional Attic Sprinklers - For
wet systems, calculate the most demanding 5 sprinklers. For
dry systems, calculate the most demanding 9 single directional
attic sprinklers or standard sprinkers, whichever is more
demanding (see Fig. 18).
4. Attics Having HIP Roofs with the HIP Joists Parallel to Outside
Wall- The design area requirements of NFPA 13 shall apply to
all sprinkler types (see Fig. 11).
5. Attics having a Width Greater than 60 ft., but in no Case
Greater than 80 ft. - For attics having HIP roofs with joists
parallel to outside wall, the requirements in Item 4 above
apply. For other attics, the requirements in Items 1 or 2 above
shall be used plus two additional standard type sprinklers
installed along the eave included in the calculation (see Fig.
19).
Figure 18
Single Directional Example
(Dry System Shown)
.
.
.
.
.r
....
.... ....
.... ....
Example: Calculate the 9 most demanding single
directional attic sprinklers.
Figure 19
Attics Greater Than 60 Ft.
(Dry System Shown)
.
. . . . . .
. .
Example: When mixing back to back and standard
sprinklers at the eave, calculate the 7 most demanding
back to back sprinklers for dry systems or 5 most de-
manding for wet systems, plus the most demanding 2
additional standard sprinklers at the eave.
11
'0 :s
IfTTI Care &
~ Maintenance
Sprinklers must be handled care-
fully. They should not be transported
or stored where ambient temperature
may exceed 150oF/65.50C. For best
results, store them in a dry, cool
location in the original shipping
package.
Do not install sprinklers that have
been dropped or visibly damaged.
Sprinklers should never be painted,
coated, plated, or altered in any other
way from manufactured condition or
they may not function properly. Any
spnnklers altered in such manner
must be replaced.
The owner is responsible for the
proper operating condition of all fire
protection devices and accessories.
The NFPA Standard 25 entitled
"Inspection Testing and Mainte~ance
of Water-Based Fire Protection
S~s.tems", contains guidelines and
minimum maintenance requirements.
Furthermore, the local Authority
Having Jurisdiction may have addi-
tional regulations and requirements
for maintenance, testing, and inspec-
tion that must be obeyed.
It is advisable to have sprinkler
systems inspected regularly by a
@1997 Central Sprinkler Company
Printed in U.S.A.
~ualified 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.
Do not attempt to replace sprinklers
~ithout first removing the fire protec-
tion system from service. Be certain
to secure permission from all Authori-
ties Having Jurisdiction, and notify all
personnel who may be affected during
sys.tem shutdown. A fire watch during
maintenance periods is a recom-
mended precaution.
To remove the system from service
?1ode,. first refer to the system operat-
Ing gUide and valve instruction. Drain
the water and relieve pressure in the
pipes. Remove the existing unit and
install the replacement, using only the
special 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 immedi-
ately. Inspect the entire system for
damage and replace or repair as
necessary. Sprinklers that did not
operate but were subjected to corro-
sive elements of combustion or
excessive temperatures should be
inspected, and replaced if need be.
The Authority Having Jurisdiction will
detail minimum replacement require-
ments and regulations.
Guarantee: Central Sprinkler Com-
pany will repair and/or replace any
[EI\ITRAL
Central Sprinkler Company
451 North Cannon Avenue, Lansdale, PA 19446
PHONE (215) 362-0700
FAX (215) 362-5385
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
I:t:iIlnformation
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 kg/cm2
1 U.S. gallon = 3.785 dm3
= 3.785 liters
Conversions are approximate.
OPTIMA ™ is a registered trademark of
Central Sprinkler Company.
(
Attic. 1
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 u_ www.centralsprinkler.com
451 North Cannon Avenue, Lansdale, Pennsylvania 19446 u_ USA
Customer Service/Sales: Tel: (215) 362-0700 I Fax: (215) 362-5385
Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500
[ENTRAL
~ General
IIiJ 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 accordance wijh the standard installa-
tion rules recognized by the applicable
Listing or Approval agency (e.g., UL
Listing 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 pattem that is
predominately directed downward &
outward from the deflector; however, a
portion of the spray is also directed
towards the backwall.
The recessed version of the Central Model
BV-QR, intended for use in areas with a
finished walls, uses a two-piece Model BV
Res/QR Recessed Escutcheon. The
Model BV Res/QR Recessed Escutcheon
provides up to 3/8 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 exposed 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 wijh 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 Rre
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
IlM 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/psi1l2 (80,6 LPM/bar112)
Standard Spray
Horizontal
Sidewall
Sprinklers
Temperature Ratings
1350F/570C, 1550F/680C, 1750F/790C
2000F/930C, 250oF/1210C
Finishes
Sprinkler: White Polyester, Chrome
Plated, or Natural Brass
Rec. 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 compression screw is bronze,
& the deflector is brass.
No. 1-7.5 Z2.A-
Figure 1 - Model BV-QR, Horizontal Sidewall
Sprinkler
Figure 2 - Cross Section Model BV-QR, Horizontal
Sidewall Sprinkler
TOP OF SPRINKLER
DEFLECTOR
2-7/8"(73 mm)il
WRENCH
FLAT"" _
t 7/16"
(11,1 mm)
----..l
\
1/2" NPT
SPRINKLER
FRAME
i
GASKETED SPRING
PLATE
(BELLEVILLE
SEAL)
ELEVATION VIEW
~Design
~ Criteria
The 5.6 K-factor, Model BV-QR
Horizontal Sidewall and Recessed
Horizontal Sidewall Sprinklers (Ref.
Table 1) are UL & ULC Listed and
NYC Approved (MEA 466-92-E) as
quick response - standard coverage,
spray sprinklers for use in light and
ordinary hazard occupancies in
accordance with current NFPA
standards.
The 5.6 K-factor, Model BV-QR
Horizontal Sidewall Sprinklers (Ref.
Table 1) are FM Approved as quick
response - standard coverage, spray
sprinklers for use in light hazard
occupancies in accordance with the
FM Loss Prevention Data Sheets. The
sprinklers are not FM approved for
recessed applications.
The Model BV-QR Sprinklers are listed
and approved for installation 4" - 6"
(101,6 - 152,4 mm) below the ceiling
when measuring to the top of the
sprinkler deflector.
The Model BV-QR Sprinklers can be
used with any metalic flush or
extended escutcheon, provided the
maximum sprinkler deflector to wall
dimension specified in NFPA 13 is not
exceeded.
NOTE
Inquiries concerning the
appropriateness of polyester coated
sprinklers for a given corrosive
environment should be submitted to
the attention of the Technical Services
Department. Polyester coated
sprinklers are not suitable for use in
open sprinkler applications.
~ Installation
The Model BV-QR Horizontal Sidewall
Sprinklers must be installed in accor-
dance 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
should be present. The diameter of the
air bubble is approximately 1/16 inch
(1,6 mm) for the 13SoF/SrC to 3/32
inch (2,4 mm) for the 2S0oF/1210C
rating.
A leak tight 1/2 inch NPT sprinkler joint
should be obtained with a torque of 7 to
DEFLECTOR
/
GLASS BULB
OPERATING
ELEMENT
14 tt.lbs. (9,S to 19,0 Nm). A maximum
of 21 tt.lbs. (28,S Nm) of torque is to be
used to install 1/2 inch NPT sprinklers.
Higher levels of torque may distort the
sprinkler inlet with consequent leakage
or impairment of the sprinkler.
Do not attempt to compensate for
insufficient adjustment in an Escutcheon
Plate by under- or over-tightening the
Sprinkler. Readjust the position of the
sprinkler fitting to suit.
Step 1. The sprinkler must be installed
only in the sidewall position with the
centerline of the sprinkler parallel to the
ceiling and perpendicular to the wall.
The top of the deflector is to be
positioned toward the ceiling.
Step 2. After installing the BV ReS/QR
support cup (or other escutcheon, as
applicable) over the sprinkler pipe
Table 1 - Laboratory Listings and Approvals, Model BV
SPRINKLER FINISH & STYLE
Temperature Bulb Natural Chrome Polyester Recessed
Rating Color Code Brass Plated Coated
135OF/57OC Orange 1,2,3,4 1,2,3,4 1,2,3,4 1,2,4
155OF/68OC Red 1,2,3,4 1,2,3,4 1,2,3,4 1,2,4
175OFf79OC Yellow 1,2,3,4 1,2,3,4 1,2,3,4 1,2,4
200oF/93OC Green 1,2,3,4 1,2,3,4 1,2,3,4 1,2,4
250oF/121OC Blue 1,2,3,4 1,2,3,4 1,2,3,4 1,2,4
1. Listed by Underwriters Laboratories, Inc.
2. Listed by Underwriters' Laboratories of Canada (ULC).
3. Approved by Factory Mutual Research Corporation.
4. Approved by the City of New York under MEA 466-92-E Vol. III
22..B
Figure 3 - Model BV-QR, Recessed Horizontal Sidewall Sprinkler
FACE OF
REDUCING
COUPLING
1,--
I ----/ --
2" (50,8 mm) Min.
2-1/4" (57,2 mm) Max.
MODEL BV Res.lQR
RECESSED
ESCUTCHEON
threads & with pipe thread sealant
applied to the pipe threads, hand tighten
the sprinkler into the sprinkler fitting.
Step 3. Tighten the sprinkler into the
sprinkler fitting using only the BV
Sprinkler Wrench (Ref. Figure 4). The
BV Sprinkler Wrench is to be applied to
the wrench flats only.
Step 4. For applications using the BV-
QR Rec. Horizontal Sidewall Sprinklers,
a Protective Cap is available which
helps to prevent damage to the sprinkler
during ceiling/wall installation and/or
during application of the finish coating of
the ceiling/wall. 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 Protective Cap remains
in place, the system is considered "Out
of Service. "
Step 5. After the ceiling/wall 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 Escutcheon over the
Recessed Support Cup. If the Outer
Recessed Escutcheon Ring cannot be
engaged with the Recessed Support
Cup sufficiently to contact the wall, the
sprinkler fitting must be repositioned.
FINISHED
CEILING LINE
2-7/8" (73,0 mm)
RECESSED
SUPPORT CUP
'\
\
OUTER
ESCUTCHEON
RING
rmJICare &
L...I Maintenance
The Model BV-QR Horizontal Sidewall
Sprinklers must be maintained and
serviced in accordance with the following
instructions.
NOTES
Absence of an escutcheon which is used
to cover a clearance hole. may delay the
time to operation in a fire situation.
Before closing a fire protection system
main control valve for maintenance work
on the fire protection system it controls,
permission to shut down the affected fire
protection systems must be obtained from
the proper authorities. All personnel who
may be affected by this action must be
notified.
Sprinklers which are found to be leaking or
exhibiting visible signs of corrosion must
be replaced.
Automatic sprinklers must never be
shipped or stored where their tempera-
tures will exceed 1 00oF/380C and they
must never be painted, plated, coated or
otherwise altered after leaving the
factory. Modified sprinklers must be
replaced. Sprinklers that have been
exposed to corrosive products of
combustion, but have not operated,
should be replaced if they cannot be
completely cleaned by wiping the
sprinkler with a cloth or by brushing it
with a soft bristle brush.
Care must be exercised to avoid
damage - before, during, and after
installation. Sprinklers damaged by
dropping, striking, wrench twisV
slippage, or the like, must be replaced.
Also, replace any sprinkler that has a
cracked bulb or that has lost liquid from
its bulb (Ref. Installation Section).
Frequent visual inspections are recom-
mended to be initially performed for
polyester coated sprinklers installed in
corrosive environments, after the
installation has been completed, to verify
the integrity of the polyester coating.
Thereafter, annual inspections per NFPA
25 should suffice; however, instead of
inspecting from the floor level, a random
sampling of close-up visual inspections
should be made, so as to better determine
the exact sprinkler condition and the long
term integrity of the polyester coating, as it
may be affected by the corrosive condi-
tions present.
The owner is responsible for the inspec-
tion, testing, and maintenance of their fire
protection system and devices in compli-
ance with this document, as well as with
the applicable standards of the National
Fire Protection Association (e.g., NFPA
25), in addition to the standards of any
other authorities having jurisdiction. The
installing contractor or sprinkler manufac-
turer should be contacted relative to any
questions.
It is recommended that automatic sprinkler
systems be inspected, tested, and
maintained by a qualified Inspection
Service.
Figure 4 - BV Sprinkler Wrench
(Part #1099)
22~
~ Limited
~ Warranty
.. Ordering
I:t:iIlnformation
Products manufactured by Tyco Fire
Products are warranted solely to the
original Buyer for ten (10) years
against defects in material and
workmanship when paid for and
properly installed and maintained
under normal use and service. This
warranty will expire ten (10) years
from date of shipment by Tyco Fire
Products. No warranty is given for
products or components manufac-
tured by companies not affiliated by
ownership with Tyco Fire Products or
for products and components which
have been subject to misuse, im-
proper installation, corrosion, or which
have not been installed, maintained,
modified or repaired in accordance
with applicable Standards of the
National Fire Protection Association,
andlor the standards of any other
Authorities Having Jurisdiction.
Materials found by Tyco Fire Products
to be defective shall be either repaired
or replaced, at Tyco Fire Products'
sole option. Tyco Fire Products
neither assumes, nor authorizes any
person to assume for it, any other
obligation in connection with the sale
of products or parts of products. Tyco
Fire Products shall not be responsible
for sprinkler system design errors or
inaccurate or incomplete information
supplied by Buyer or Buyer's repre-
sentatives.
IN NO EVENT SHALL TYCO FIRE
PRODUCTS BE LIABLE, IN CON-
TRACT, TORT, STRICT LIABILITY
OR UNDER ANY OTHER LEGAL
THEORY, FOR INCIDENTAL,
INDIRECT, SPECIAL OR CONSE-
QUENTIAL DAMAGES, INCLUDING
BUT NOT LIMITED TO LABOR
CHARGES, REGARDLESS OF
WHETHER TYCO FIRE PRODUCTS
WAS INFORMED ABOUT THE
POSSIBILITY OF SUCH DAMAGES,
AND IN NO EVENT SHALL TYCO
FIRE PRODUCTS' LIABILITY
EXCEED AN AMOUNT EQUAL TO
THE SALES PRICE.
THE FOREGOING WARRANTY IS
MADE IN LIEU OF ANY AND ALL
OTHER WARRANTIES EXPRESS
OR IMPLIED. INCLUDING WARRAN-
TIES OF MERCHANTABILITY AND
FITNESS FOR A PARTICULAR
PURPOSE.
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. Refer to price list for
complete listing of Part Numbers.
Teflon is a trademark of the DuPont Corp.
tqeD/FIOW Control! Tyco Fire
Products
Printed in U.S.A. 2-01 2.2..))
~
The Ames 1000SS Detector Check Valve
(DCV) detects any leakage or unauthorized
user of water from fire or automatic sprinkler
systems. The valve also isolates water from the
public water mainline.
~
During times of minimal water flow, the
valve clapper remains closed so that the
water flows through a bypass meter
(optional). When fire flow is required, the
water demand will open the clapper to allow
full water flow:
.-.
Ames 1000SS DCV bodies are formed,
welded units, in 300 series stainless steel to
meet practically all operating needs. This
valve has been hydrostatically tested in excess
0000 PSI. This type of construction
eliminates any possibility of defects such as
sand pits and blow holes which may occur
in casting. All linkage parts are stainless steel.
The 4" & 6" valves utilized the patented Cam-
Check assembly.The 8" & 10" valves utilized
a spring-loaded knuckle joint assembly.
Valves are rated at 175 PSI working pressure.
Each v.live is individually tested before shipping.
~
· Lightest weight In the industry
· Check assemblies are based on our
popular modular designs, which
have been proven In field use for
over 15 years.
AMEnS
FLUID CONTROL SYSTEMS
100055 DCV 4",6"
100055 DCV 8", 10"
. lifting rings standard on 8" & 10"
devices for ease of installation
. No special tools required for servicing
. When ordering please specify with optional
Bypass Assembly (Specify meter reading,
Gallons per minute or Cubic Feet)
. Approved for mounting In
horizontal/vertical positions
. Custom tap sized available upon
request
. Non-corrosive stainless
steel construction
530-666-2493 · 1485 Tanforan Ave. · Woodland, CA 95776' Fax 530.666.3914
~
4"100055 DCV
"*
100055 DCV 4",6"
E
H
G
/
/
'- V
-
:;::. 10
'"
-S: 8
i 6
...
~ 4
i 2
o
o 200 400 600 800 1000 1200
Flow Rate (gpm)
B
H
G
C
8"100055 DCV B
:;::. 10
8
l:l standard (In) Aprx. Net Aprx. Net
0
-oJ WI. Less WI. wi
e Size A B C D E F G H Bypass Ibs Bypass Ibs
::.
l 4" 16'/2 9 11'/2 127/8 '/2 NPT 4'/2 5/8 8 30 35
6" 22'/2 11 13'/2 17 3/4NPT 5'/2 11/16 10'/2 65 70
500 1000 1500 2000 2500 3000
Flow Rate (gpm) 8" 26'/2 13'/2 15'/2 211/4 2NPT 63/4 11/16 12'/4 143 153
10" 36'/2 16 17'/2 28'/4 2 NPT 8 11/16 14'/2 163 173
10"100055 DCV
A
6"100055 DCV
*
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~ 6
e 4
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l 0
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-----.
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100055 DCV 811, 10"
500 1000 1500
Flow Rate (gpm)
2000
C
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-S: 8
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...
S 4
m 2
It 0
o
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---
1000 2000 3000 4000 5000
Flow Rate (gpm)
"'ApproxImate head loss of the UL rated
flow.
AMEmS
FLUID CONTROL SYSTEMS
. UL312 and FM 1045 approved
(FM approved 8" & 10" sizes only)
. Rated working Pressure 4",6",
8",10" (175 psi)
. Flange bolt pattern and hole diameter In
accordance with ANSI B16.5 Class
125/ AWWA C207 Class D
. Body name plate provides nominal size,
direction of flow, psi rating, year of m
ufacture, and approval marks
530-666-2493 · 1485 Tanforan Ave. · Woodland, CA 95176. Fax 530.666.3914
S-A-l000SS-0149
A,
SUMMIT
FAX TRANSMITTAL
FI RE PROTECTION
Summit Fire Protection
7301 Apollo Drive
Lino Lakes, MN 55014
Office: 651-251-1880
Fax: 651-251-1879
MN License No. C00075
WI License No. SC0000139
DA TEAll 7 /03
D FOR YOUR INFORMATION
FAX NUMBER: 952-447-4245
~~
COMPANY: City of Prior Lake
ATTENTION: Paul Baumgartner
D FOR BID DUE
DATE
FROM: Chris Gillen
NUMBER OF PAGES:2'/IJ
(INCLUDING TRANst1ITT AL SHEET)
RE: Ace Hardware
Discrepancy/residual water pressure
MESSAGE:
Mr. Baumgartner.
Here are the hydraulic calculations for the Carlson Ace Hardware store re-worked using a
residual pressure of 62 psi. as opposed to 68 psi. Please call me with any questions.
SIGNED Chris Gillen
CC:
FAX:
SUMMIT
FIRE PROTECTION
SUMMIT FIRE PROTECTION
7301 APOLLO COURT
LINO LAKES MN 55014
651-251-1880
Job Name
Building
Location
System
Contract
Data File
CARLSON ACE HARDWARE
NORTHWEST RETAIL AREA
11621 MAIN ST.. PRIOR LAKE. MN
1 / REMOTE #1
133201
ACEHDWR.WXR
Computer Programs by Hydratec Inc.
Route 111
Windham N.H. USA 03087
SUMMIT FIRE PROTECTION
CARLSON ACE HARDWARE
Page 2
Date
Hydraulic Design Information Sheet
Name - CARLSON ACE HARDWARE
Location - 11621 MAIN ST.. PRIOR LAKE. MN
Building - NORTHWEST RETAIL AREA
Contractor - SUMMIT FIRE PROTECTION
Calculated By - C.GRIMM
Construction: ( ) Combustible (X) Non-Combustible
Occupancy - RETAIL
Date - 04-17-03
System No. - 1 / REMOTE #1
Contract No. - 133201
Drawing No. - 1 OF 1
Ceiling Height - 13'-3"
S
y
S
T
E
M
(X) NFPA 13 Lt. Haz.
( ) NFPA 231 NFPA 231C
Other
Specific Ruling
Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 () EX.Haz.
( ) Figure 7-2.3.1.2 Curve 3
Made By
Date
D
E
S
I
G
N
Area of Sprinkler Operation - 975
Density - 0.2
Area Per Sprinkler - 124
Elevation at Highest Outlet - 12.75
Hose Allowance - Inside
Rack Sprinkler Allowance
Hose Allowance - Outside - 250
System Type
(X) \'let
( ) Dry
( ) Deluge
( ) preaction
( ) Other
Sprinkler/Nozzle
Make RELIABLE
Model FlFR SSU
Size 1/2"
K-Factor 5.6
Temp.Rat.155
Note AREA REDUCTION OF 35% FOR QR HEADS w/ 13'-3" CEIL. HT.
Calculation
Summary
Flow Required - 269.80 Press Required - 70.798 At BASE
C-Factor Used: 120 Overhead 140 Underground
W
A
l'
E
R
Water Flow Test:
Date of Test - 02-28-03
Time of Test - 1:30 PM
Static Press - 78
Residual Press - 62
Flow - 1266
Elevation - 0
Pump Data:
Tank or Reservoir:
Cap. -
Elev. -
Rated Cap.-
@ Press
Elev.
Well
Proof Flow
S
U
P
P
L
Y
Location - ~~IN ST. & PLEASANT ST.
Source of Information - PRIOR LAKE WATER DEPT. & SUMMIT FIRE PROTECTION
C
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M
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Storage Ht.
Storage Method:
Solid Piled
Class Location
Area Aisle W.
% Palletized %
Rack
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Double Row
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R
A
C
K
Flue Spacing
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Clearance:Storage to Ceiling
Transverse
Horizontal Barriers Provided:
Computer Programs by Hydratec Inc.
Route 111
Windham N.H. USA 03087
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SUMMIT FIRE PROTECTION
CARLSON ACE HARDWARE
Page 5
Date
Fitting Legend
Abbrev.
Name
A
B
C
D
E
F
G
H
I
J
K
L
M
N
o
P
Q
R
S
T
U
V
W
X
y
Z
Generic Alarm Va
Generic Butterfly Valve
Roll Groove Coupling
Dry Pipe Valve
90' Standard Elbow
45' Elbow
Gate Valve
45' Grvd-Vic Elbow
90' Grvd-Vic Elbow
90' Grvd-Vic Tee
Detector Check Valve
Long Turn Elbow
Medium Turn Elbow
PVC Standard Elbow
PVC Tee Branch
PVC 45' Elbow
Flow Control Valve
PVC Coupling/Run Tee
Swing Check Valve
90' Flow thru Tee
45' Firelock Elbow
90' Firelock Elbow
Wafer Check Valve
90' Firelock Tee
Mechanical Tee
Flow Switch
Computer Programs by Hydratec Inc.
Route 111
Windham N.H. USA 03087
SUMMIT.FIRE PROTECTION Page 6
CARLSON ACE HARDWARE Date
Unadjusted Fittings Table
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4
A 7.7 21.5 17.0
B 7 10 12
C 1 1 1 1 1 1 1 1 1 1
D 9.5 17 28
E 2 2 2 3 4 5 6 7 8 10
F 1 1 1 1 2 2 3 3 3 4
G 1 1 1 1 2
H 1 1.5 2 2 3 3 3.5 3.5
I 2 3 4 3.5 6 5.0 8 7
J 4.5 6 8 8.5 10.8 13 17 16
K 14 14
L 1 1 2 2 2 3 4 5 5 6
M 2 2 3 3 4 5 6 6 8
N 7 7 7 8 9 11 12 13
0 3 3 5 6 8 10 12 15
P 1 1 1 2 2 2 3 4
Q 18 29 35
R 1 1 1 1 1 1 2 2
S 4 5 5 7 9 11 14 16 19 22
T 3 4 5 6 8 10 12 15 17 20
U 1.8 2.2 2.6 3.4
V 3.5 4.3 5 6.8
W 10.3
X 8.5 10.8 13 16
y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22
Z 2 2 2 3 4 5 6 7 8 10
5 6 8 10 12 14 16 18 20 24
A 17 27 29
B 9 10 12 19 21
C 1 1 1 1 1 1 1 1 1 1
D 47
E 12 14 18 22 27 35 40 45 50 61
F 5 7 9 11 13 17 19 21 24 28
G 2 3 4 5 6 7 8 10 11 13
H 4.5 5 6.5 8.5 10 18 20 23 25 30
I 8.5 10 13 17 20 23 25 33 36 40
J 21 25 33 41 50 65 78 88 98 120
K 36 55 45
L 8 9 13 16 18 24 27 30 34 40
M 10 12 16 19 22
N
0
p
Q 33
R
S 27 32 45 55 65 76 87 98 109 130
T 25 30 35 50 60 71 81 91 101 121
U 4.2 5.0 5.0
V 8.5 10 13
W 13 .1 31. 8 35.8 27.4
X 21 25 33
y
z 12 14 18 22 27 35 40 45 50 61
Computer Programs by Hydratec Inc.
Route 111
Windham N.H. USA 03087
SUMMIT FIRE PROTECTION Page 7
CARLSON ACE HARDWARE Date
Node Elevation K-Fact pt Pn Flow Density Area Press
No. Actual Actual Added Req. Req.
1 12.75 5.6 19.61 na 24.8 .20 124 7
2 12.75 ~i. 6 20.82 na 25.55 .20 124 7
3 12.75 5.6 22 na 26.27 .20 124 7
4 12.75 5.6 24.56 na 27.76 .20 124 7
5 12.75 S.6 29.39 na 30.36 .20 124 7
6 12.75 5.6 19.71 na 24.86 .20 124 7
7 12.75 ~; .6 20.92 na 25.62 .20 124 7
8 12.75 S.6 22.11 na 26.33 .20 124 7
9 12.75 S.6 24.68 na 27.82 .20 124 7
10 12.75 5.6 29.53 na 30.43 .20 124 7
100 11.667 50.95 na
101 11.667 51.18 na
102 10.333 56.89 na
TOR 10.333 61. 66 na
VAL 3.25 64.84 na
BASE -8 70.8 na
TEST 0 68.47 na 250
The maximum velocity is 20 27 and it occurs in the pipe between nodes 9 and 10
Computer Programs by Hydratec Inc.
Route 111
Windham N.H. USA 03087
SUMMIT FIRE PROTECTION Page 8
CARLSON ACE HARDWARE Date
Hyd. Qa Dia. Fitting Pipe pt pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/UL Eqv. Ln. Total Pf Pn
1 24.80 1.104 8.000 19.612 K Factor = 5.6
to 120
2 24.80 0.1510 8.000 1. 208 Vel = 8.312
2 25.55 1.452 8.000 20.821 K Factor = 5.6
to 120
3 50.35 0.1474 8.000 1.179 Vel = 9.756
3 26.27 1.452 8.000 22.000 K Factor = 5.6
to 120
4 76.62 0.3205 8.000 2.564 Vel = 14.846
4 27.75 1. 452 8.500 24.565 K Factor = 5.6
to 120
5 104.37 0.5679 8.500 4.827 Vel = 20.222
5 30.36 1.687 1E 5.022 33.000 29.392 K Factor = 5.6
to 120 IT 10.044 15.066 0.469
100 134.73 0.4386 48.066 21.084 Vel = 19.339
134.73 50.945 K Factor 18.88
6 24.86 1.104 8.000 19.709 K Factor 5.6
to 120
7 24.86 0.1518 8.000 1.214 Vel = 8.332
7 25.62 1. 452 8.000 20.923 K Factor = 5.6
to 120
8 50.48 0.1481 8.000 1.185 Vel = 9.781
8 26.33 1.452 8.000 22.108 K Factor = 5.6
to 120
9 76.81 0.3220 8.000 2.576 Vel = 14.882
9 27.82 1.452 8.500 24.684 K Factor = 5.6
to 120
10 104.63 0.5705 8.500 4.849 Vel = 20.273
10 30.43 1.687 1E 5.022 33.000 29.534 K Factor = 5.6
to 120 IT 10.044 15.066 0.469
101 135.06 0.4406 48.066 21.179 Vel = 19.386
135.06 51.182 K Factor 18.88
100 134.73 3.314 14.500 50.946
to 120
101 134.73 0.0163 14.500 0.237 Vel 5.0ll
101 135.07 3.314 31 7.279 46.000 51.183
to 120 1J 18.927 40.765 0.578
102 269.80 0.0591 86.765 5.132 Vel 10.035
102 3.314 21 7.279 66.000 56.893
to 120 14.559
TOR 269.80 0.0591 80.559 4.765 Vel 10.035
TOR 4.31 7.000 61.658
to 120 3.068
VAL 269.80 0.0164 7.000 o .1l5 Vel 5.933
Computer Programs by Hydratec Inc.
Route III
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sm1MIT FIRE PROTECTION Page 9
CARLSON ACE HARDWARE Date
Hyd. Qa Dia. Fitting Pipe pt pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/UL Eqv. Ln. Total Pf Pn
VAL 4.026 28 2.000 11.333 64.841
to 120 1S 22.000 36.000 4.872
BASE 269.80 0.0229 1E 10.000 47.333 1. 085 Vel 6.800
BASE 4.1. 1.G 2.907 40.000 70.798
to 140 1T 29.067 31.974 -3.465
TEST 269.80 0.0158 71.974 1.135 Vel = 6.556
250.00 Qa = 250.00
519.80 68.468 K Factor = 62.82
Computer Programs by Hydratec Inc.
Route 111
Windham N.H. USA 03087
...~~ 11
1 "
Page 1 of3
Carlson Hardware Addition
Plan review
September 25, 2002
The following comments are the results of the plan review for the proposed project. Our review is based on
the Minnesota State Building Code MSBC with the adopted amendments from the 1997 Uniform Building
Code UBC; the handicap requirements of the Minnesota Accessibility Code, Chapter 1342; the Minnesota
State Fire Code MSFC with the adopted amendments of the Uniform Fire Code UFC; and the 1991 Uniform
Mechanical Code UMC.
~ . r;r 1. Separate permits required for plumbing, HV AC, fire sprinklers, electrical, fire sprinkler alarm, etc.
UBC106.3.1
. rf " 2. Fire sprinkler shall be monitored as approved by the City of Prior Lake. MSFC 1003.3.1
J 3. Enunciator panel shall be located in the front vestibule MSFC 1003.3.1
I"~ "'> 4) Provide soils testing UBC 106.3.2 -~."~
I, ~ I
,l\,('- /'( '.
(,ltl i-J Provide structural engineer's plan for protecting adjacent buildings during construction UBC 3301.2
'I:t'. Provide Architect signed plans UBC 106.3.4
\l, -./ r ,4, ,",I) .
'(j) Provide information on location, construction of rated firewalls. UBC 106.3.2 ;-10;/./ /.5 4 ";:;;., .>, ;-. "-
f U . ~"f" S - / / '-;2 /., ,. '- '-;';""~' 1.t.. r,)
V Locate assumed property lines for walls th~jacent to the publi~ ways or easements without structures.
/' UBC 503.1 r\ / .f ',/0' Z::.-.c.s .....v.:?7 -1y...I< 1. To &lSr w/tL-';-! ,R:;>Nb>
~ ~03 "Ie ^ c '// ,2i)' 1<(, 1107' ~PC:Nb/c-Ut..A,R.. -r,; AP/:)ITIt:::J~
\~ tV Provide civil plans that include connections to city water for fire sprinkler. UBC 106.3.2
(t~~ProVid~ details on roof drainage discharge and termination. Roofwater shall not discharge to adjoining
properties from drains or scuppers. - DI?A//\/AbL EAO::; 6:/'''1C'--'t (0 77+-= ~/
)
~/ D /VI;f\ 11. Provide fire department lock box. Lock box order form included.
Y!2. Provide cross section on both stairs. UBC 106.3.2
~. Provide interior finish and ceiling information. UBC 106.3.2
.... I
') ,I ;'14. Locate fire department connection and post'indicator valve. UBC 106.3.2
't ,).'i f15. Fire department connection shall be located within 150 feet of a fire hydrant.
~ Provide engineered structural plans sing~iane~gine~r~C 106.3.4
P.xib rlPrOVide Special Structural Testing and Inspection schednle by the engineer '!If record. UBC 106.3.5
i!o'" ~
~8. Indicate on the plans the use of rooms. UBC 106.3.3
Page 2 of3
(til ~ Provide door schedule. Doors less that 10' from the property line shall be 1 hr. fIre protected and not
allowed less than 5'. UBC Table 5-A. f:..l/I"q I IS 645t=I"lGNr ro/2 TI-i6N /Vc:7T" ~
.wi.... C;/iT A;:" t;r I't rC <; ;f ?C/t8t.-1 (, WA'I. Pc:? .-vor 8eL&/ VE. !lh~ Is Cc;z,.z~1"-cr
~Certificate of survey to match proposed building. City of Prior Lake Ordinance 401.700
,>1/.0/"':.4 T€
Provide proof of access easements to the rear door and loading area. - Re c.-o/Z..l"""I. I
f. D/<'A.N'A "7E ~ .
~2. Minimum 30" parapet is required on exterior walls less than 20 feet from the any property line UBC
709.4.1
~Submit Energy Code envelope calculations. MN Energy Code 7670.0100
r" @ ~echanica! contractor must pro,vide 15 CFM fresh air ventil?tio~er oc~~~-~t i. n al~ areas. SubmJt
(;0<< sIgned engmeered plans for approval. r~ (SBC) 1305.1202 U-I''-~~. ~Cc';IVr 4"<'0\.
/ +-=:';>c_," ": ",_.~::;' ~.. ~; _:"7~>/~:_, ---, (;- " ':, '. ~,I,~:!...:/.. c:; (T._~'- ~_n1__ "
~ () I ox \ (;;>~_ )
, "~25. See approved plans for locations of required Exit sign(and Emergency Lighting. tJBc 1003.2.y
(J) r" - - " - __-------/
~ Hand rails on stairs shall extend 12" beyond the end of the stair tread riser at the top and 24" at the
bottom on one side of the stair and 12" beyond the risers on the other side of the stair. UBC 1003.3.3.6
..../,. Rear exit stair landing shall have a minimum landing of 42" in the direction of travel. UBC 1003.3.3.6
~. Provide Handicap toilet room details. UBC 106.3.3
~ i,' "'29. All hardware shall be handicap approved. MSBC 1340
~. Provide engineering for the cut openings in the existing foundation and removal of first floor walls.
UBC 106.3.2
-~3
Storage area shall have a minimum floor live load of 125 lbs. per square foot. UBC table 16-B
Locate on the plans the dumpster/ trash area. UBC 1006.3.3
Rear retail area exit shall not exit through a storage room. UBC 1004.2.2
If the south property line wall is to be straitened out and a common wall is to shared with the building on an
adjoining property, the following items will be needed.
· A joint ownership and maintenance agreement must be obtained and filed with the Scott County
register of deeds.
· The common wall shall be (2) hr. fire restive construction and non-bearing.
Page 3 of3
· No openings in the wall are permitted.
· The common wall shall have a parapet constructed 30" minimum above the highest roof
elevation and be of (2) hr. fire restive construction.
This is a preliminary review based of information provided. Additional issues may be identified as complete
permit submittal documents are received. Feel free to contact me at (952) 447-9853
Respectfully submitted
Paul Baumgartner
Building Inspector
:0,21D
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CITY OF PRIOR LAKE
ORC PROJECT REVIEW CHECKLIST
PROJECT NAME: CARLSON HARDWARE
ADMINISTRATIVE LAND SUBDIVISION
An application to adjust the property line between Carlson
Hardware and Extra-Innings.
APPLICANT: Bernie Carlson
16281 Main Avenue SE
447-2240
SITE INFORMATION
PID#: 25-369-001-0 (Carlson Hardware)
25-001-106-0 (Extra-Innings)
LOCATION: This property is located at 16281 Main Avenue and at 16299
Main Avenue.
EXISTING ZONING: C-3
COMPREHENSIVE PLAN: C-TC
PROJECT REQUEST: Review administrative land subdivision.
DISTRIBUTE TO: APPLICATION FOR:
. Frank Boyles . Bud Osmundson . Administrative Land Division
. Sue Walsh . Sue McDermott Comprehensive Plan Amend.
. Ralph Teschner . Larry Poppler Conditional Use Permit
. Chris Esser . Fire Chief Home Occupation
. Bob Hutchins . Bill O'Rourke Rezoning
. Don Rye Site Plan
. Cindy Kirchoff Preliminary Plat
PUD
DNR - Pat Lynch . Minnegasco Final Plat
County Hwy. Dept. Watershed Dist. Variance
MNDOT . Telephone Co. Vacation
SMDC . Electric Co.
Mediacom Cable Met. Council
Date Received 10/29/02 Date Distributed 10/30102 Date Due 11/7/02
Complete Application 10/30102 Date Distributed to 1 0/30/02 DRC Meeting 11/7/02
Date DRC
Publication Date NA Tentative PC Date NA Tentative CC NA
Date
60 Day Review Date 11/14/02 Review Extension
I :\02fi les\02adplat\carlson \referral.doc
Page 1
I have reviewed the attached proposed request (Carlson Hardware Administrative
Land Subdivision) for the following:
Water City Code Grading
Sewer Storm Water Signs
Zoning Flood Plain County Road Access
Parks Natural Features Legal Issues
Assessment Electric Roads/Access
Policy
Septic System Gas Building Code
Erosion Control Other
Recommendation:
Approval
Denial
Conditional Approval
Comments:
Signed:
Date:
Please return any comments by Thursday. November 7. 2002, to
Jane Kansier, ORC Coordinator
City of Prior Lake
16200 Eagle Creek Avenue SE
Prior Lake, MN 55372
Phone: (952) 447-9812
Fax: (952) 447-4245
e-mail: jkansier@cityofpriorlake.com
I :\02fi les\02ad plat\carlson\referra I.doc
Page 2
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Professional
Design Group-
Arch itects/Enginee rs
November 13, 2002
Mr. Paul Baumgartner
City of Prior Lake
16200 Eagle Creek Avenue SE
Prior Lake, MN 55372-1714
Re: Carlson Ace Hardware
Building Addition
Prior Lake, Minnesota
PDG Project No. 99129.03
Dear Mr. Baumgartner:
The purpose of this letter is to comment regarding excavation/backfill operations for the above-
mentioned project
The contractor, Mahowald Builders, has been informed of construction sequences to protect
adjacent structures. The adjacent structure has a basement, similar to Carlson Hardware, and
during excavation this exterior basement wall will be partially exposed.
Contractor has been advised to exercise caution during construction activities to assure that
integrity of existing foundation wall is not comprised.
PDG's documents indicate a structure in its completed state. The contractor is responsible for
"Means and Methods" for all construction activities.
Please contact me if you have any questions.
Sincerely,
PROFESSIONAL DESIGN GROUP, INC.
U~ ~tW tL-
Jim D. Braucher, P.E.
President
cc: Bernie Mahowald, Mahowald Builders
105 East Fourth Street. Suite 200 PO Box 641
Bus. (507) 645-2298 Fax. (507) 645-2393
Northfield, Minnesota 55057
www.profdesign.com
Exterior Envelope Thermal d.ansmittance Worksheet
SITEADDRES~ \ {pZ ~( M Ai tv AVO g I
NAME OF PERSON COMPLETING FORM f {l--Dp IsSS (O~ Q GStbtu
Insulated Area
aTY P140~ /..;A~
DATE Sf5PT'? 02-
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Assembly
1-iLO
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Framing Area
.... Skylights!
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o
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U
Other
Totals
Average V-Factor: <ID'1 ( I -; +@ z::1 [0
Required V-Factor (from Energy Code):
/2--
Insulated Area2
Framin Area 2
Wmdows!
-
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Rim oist
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III
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Fire lace Wall
Above Grade Foundation Wall
Foundation Windows
Other
Totals
Average V-Factor: lI)
Re uired V-Factor (from Energy Code):
1) U-factor for skylight and window must be determined by the National Fenectralion Riling Council Standard 100-91 or ASHRAE 1993
Handbook of Fundamentals, Cllapter Xl, table 5.
2) Thermal Transmittance of opague oomponenls (including integrally insulated masonry and metal stud framing) - use part 7670.0450,
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MAINTENANCE AND REPAIR EASEMENT
BY THIS INDENTURE, EXTRA INNINGS SALOON, INC., a Minnesota
corporation (Grantor), hereby grants to BERNARD J. CARLSON and ETHEL J.
CARLSON, husband and wife (Grantees), their successors and assigns, a non-exclusive
perpetual easement and right of access for monitoring, maintaining and repair purposes,
over, across and upon the following described land (Easement Area), to-wit:
That part of Lot 1, Block 1, CARLSONS HARDWARE ADDITION, Scott
County, Minnesota and that part of Lot 2, Block 14, Village of Prior Lake,
Scott County, Minnesota, contained within a strip of land 10.00 feet in
width the centerline of which is described as follows:
Beginning at a point on the west line of said Lot 1, Block 1, CARLSONS
HARDWARE ADDITION, distant 5.45 feet northerly of the southwest
corner; thence southeasterly to a point on the east line of said Lot 2, Block
14, Village of Prior Lake, distant 23.66 feet northerly of the southeast
corner of said Lot 2, and there terminating.
This Maintenance and Repair Easement shall be appurtenant to and run with the
title of the following described land, to-wit:
That part of Lot 1, Block 1, CARLSONS HARDWARE ADDITION,
Scott County, Minnesota, and that part of Lot 2, Block 14, Village of
Prior Lake, lying northerly and easterly of the following described line:
Beginning at a point on the west line of said Lot 1, Block 1, distant 5.45
feet northerly of the southwest comer; thence easterly along a line drawn
-1-
through a point on the southerly line of said Lot 1, Block 1, distant 36.31
feet easterly of the southwest comer of said Lot 1, and extended easterly
to a point on easterly line of said Lot 2, Block 14, distant 23.66 feet
northerly of the southeast corner and there terminating.
This Maintenance and Repair Easement is granted subject to the following mutual
covenants:
1. This easement grant includes the right of reasonable access to the Easement
Area and the right to remove therefrom any structure, trees, shrubbery or other object or
obstruction which in the Grantees' opinion interferes with the facilities or the removal of
which may be reasonably necessary for the construction or maintenance thereof.
2. Grantees shall, after installation of the facilities, or after the exercise of any
rights granted herein, restore the Easement Area to as near its original condition as is
reasonably possible and promptly remove therefrom all debris, spoils and equipment
resulting from or used in connection with the installation or exercise of rights.
3. This easement grant is made subject to all existing easements of record.
4. Grantees shall indemnify the Grantor and hold it harmless against all claims for
personal injury, death and property damage, including reasonable attorney's fees incurred
in the defense of such claims, which may arise out of or are incidental to the Grantees'
use of the Easement Area or exercise of rights granted under this Indenture.
5. Grantees shall indemnify the Grantor and hold it harmless against any claims
for the cost and expense incidental to the construction of improvements upon or to the
Easement Area, including reasonable attorney's fees incurred in the defense of such
claims, which may arise out of or are incidental to improvement of the Easement Area by
the Grantees under this Indenture.
6. Grantor further covenants with the Grantees that it is the owner of the
Easement Area and has the right to sell and convey this Maintenance and Repair
Easement.
-2-
7. This Indenture shall bind and inure to the benefit of the parties hereto and their
respective heirs, representatives, successors and assigns.
~r
)~
EXECUTED IN WITNESS HEREOF on this _ day of November, 2002.
EXTRA INNINGS SALOON, INC.
?
BY -_....~~ /~ ~~~
//~/ ' :/;;J
:itS President ~ -
'"
STATE OF MINNESOTA)
)ss.
COUNTY OF SCOTT )
,
This Maintenance and Repair Easement was acknowledged before me this \ 'SJ:
day of November, 2002, by Lo..!I\..d~d L . Acl!e.1( , the President of EXTRA INNINGS
SALOON, INC., a Minnesota corporation, on its beh~
~~ j.Jk
ALLISON J. GONTAREK Notary Public
A Notary Public of Minnesota
My Commission Expires 1-31-2005
This instrument was drafted by:
HUEMOELLER, BATES &
GONTAREK PLC
16670 Franklin Trail
Prior Lake, MN 55372
-3-
CA."U.SON F..A..1{DW_~ COlM!? .::\i"'f'f
16181 MAIN AVENUES_E.
PRIOR~MN;5372
JTINE 12, 2002
.Mr. Tnmg ~
FQDg's Chinese Cuisine
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De-.ar L..~.
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most parr. we pl3DDiDg to build to ~ lot Une. To do so we need your pennisSiOD to use a
(not more than 3 feet)
:mal! ptlrt10a of your propedy while file hole is !fng, the blocks are lai~ and ftte back
:finin,~ is compiewd. A~ 5000 uthis is completed we will ~stor~ your property toO its
lW'iPTn~1 {~cml;triOil 1'b~ ~Mnt'!1't ~i9.h M'th~ tMlolhi~rtl,(ulrd ~Sl ~fI!Sl~ to ~l(i
--~ ----- -- ------ --- -----:-------...-~r--- - ------
sHAhtl"l omo ,Our lot T1liii would be -i1ntrected bec!4m;;e we wiil have to ~ut the shID about
'- ~
a foot hack in order to dig the hole and lay !:be blades_ When !he blo.cks 31"9 in we win
We will indemnify you from any property damage,
.re;dore the slab back to outm:::w addition.. injury or mechanics' lien claims, including
legal fees, for our work on your land. r:-C.
I discu...'5l:5erl. not i:miIding to th~ lot line :t1,r the cQrnl$r o:f:'lhe lot closest t.o ymU'" tnlilding
~
to.i"\. i..".~.:!~ fC,o ~~'Ir.3r. qw-,'~n...j, '?'ER~..;H... ....A...... l ~~ ..~~ ! A " ~:!r,."ii'\ :''1iiiH..1''':n~t:t.l~ '"'T'h~." '"^'*''' 1i,,,^4-
J.U ~'" ~.~\.. .!t.I.&Il.- UI..1 '!'~. J.&U. u~ YII:a.U!.LI. ..\.I 'Us.u. ..I. ~ ~,",.a. -r :- Y'Y &&&1. V .uJ.U.~U"'-i. .. .J..lUCI uU~.13 .u.us.
aopear to be a 1'1t'Obie<.Jl 'flIld we 'Ohm to do so_ Thank YOU fur your ~uOl)eratiot1 10. this
... r'" Jl. ~:r:l.
1"f'I~~r l)l.:Jt~EfO "'!nr! .1~ "2rtri ra-htt"'!'1 l'iH"fo~n",' ~+h,a ls:!'Hor fn ;n"';i.l~ 'Jnnr' "t3r'!"I"t;:';ft:P1An
UACM....~~ .J. .s'!ro't.~., D.I~ Uof.H4!r" Ul.&U~~!""'.3.I v.ulp" yvy,] 'V..1. ~:I.U~ .!'\-'~.s '"" J.Uu.s"..~ JUUA i"'"'...~.!v.u.
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C~, Bernard Mahuwald
DEED OF EASEMENT AND RIGHT OF ACCESS
FOR REPAIR AND MAINTENANCE
STATE DEED TAX DUE HEREON: None
DATE: November _, 2002.
FOR VALUABLE CONSIDERATION, LE MANAGEMENT PROPERTIES,
LLC, a Minnesota limited liability company, hereby conveys and quitclaims to
BERNARD J. CARLSON and ETHEL J. CARLSON, husband and wife, their
successors and assigns, a non-exclusive perpetual easement and right of access for
monitoring, maintaining and repair purposes over, across, under and upon real property
in Scott County, Minnesota, described as follows:
A strip afland, 5.00 feet in width, within Lot 3, Block 1 and Outlot B,
LANGHORST FIRST ADDITION, Scott County, Minnesota, the northerly
and westerly line of which is described as follows:
Beginning at a point on the west line of Outlot B, LANGHORST FIRST
ADDITION, 20.00 feet northerly of the southwest corner of said Outlot B,
thence southerly along the west line of said Outlot B to the southwest
corner thereof, thence westerly along the north line of Lot 3, Block I,
LANGHORST FIRST ADDITION, a distance of 56.47 feet and there
terminating.
The easement herein granted shall be appurtenant to and run with title to the real
property legally described as:
That part of Lot 1, Block 1, CARLSONS HARDWARE ADDITION, Scott
County, Minnesota, and that part of Lot 2, Block 14, Village of Prior Lake,
lying northerly and easterly of the following described line:
~
Beginning at a point on the west line of said Lot 1, Block 1, distant 5.45
feet northerly of the southwest comer; thence easterly along a line drawn
through a point on the southerly line of said Lot l, Block l, distant 36.3 1
feet easterly of the southwest comer of said Lot 1, and extended easterly to
a point on easterly line of said Lot 2, Block l4,distant 23.66 feet northerly
of the southeast comer and there terminating.
LE MANAGEMENT PROPERTIES, LLC
I/'.
,.-' ./ \ I C'
By;' ~) /~~ "
'. its~,.J 'v~~r""
-'
DEED OF EASEMENT
STATE DEED TAX DUE HEREON: None
DATE: November _, 2002.
FOR VALUABLE CONSIDERATION, LE MANAGEMENT PROPERTIES,
LLC, a Minnesota limited liability company, hereby conveys and quitclaims to
BERNARD J. CARLSON and ETHEL J. CARLSON, husband and wife, their
successors and assigns, a non-exclusive perpetual easement for drainage purposes over,
across, under and upon real property in Scott County, Minnesota, described as follows:
Outlot B, LANGHORST FIRST ADDITION, Scott County, Minnesota.
The easement herein granted shall be appurtenant to and run with title to the real
property legally described as:
That part of Lot 2, Block 14, Village of Prior Lake, and that part of Lot
1, Block 1, CARLSONS HARDWARE ADDITION, Scott County,
Minnesota, lying southerly of the following described line:
Beginning at a point on the west line of said Lot 1, Block 1, distant 5.45
feet northerly of the southwest comer; thence easterly along a line drawn
through a point on the southerly line of said Lot 1, Block 1, distant 36.31
feet easterly of the southwest comer of said Lot 1, and extended easterly
to a point on the easterly line of said Lot 2, Block 14, distant 23.66 feet
northerly of the southeast corner and there terminating.
And Commencing at the northwest comer of Lot 1, Block 1, Cates
Addition to the Village of Prior Lake; thence easterly along the north line
of said Lot 1, to the northeast corner of said Lot 1; thence south 10.00
feet along the east line of said Lot 1; thence westerly to the point of
beginning.
DEED OF EASEMENT
FOR INGRESS AND EGRESS
STATE DEED TAX DUE HEREON: None
DATE: November \ :)...,2002.
FOR VALUABLE CONSIDERATION, LE MANAGEMENT PROPERTIES,
LLC, a Minnesota limited liability company, hereby conveys and quitclaims to
BERNARD 1. CARLSON and ETHEL J. CARLSON, husband and wife, their
successors and assigns, a non-exclusive perpetual easement for ingress and egress
purposes over, across, under and upon real property in Scott County, Minnesota,
described as follows:
Outlot B, LANGHORST FIRST ADDITION, Scott County, Minnesota.
"The easement herein granted shall beappurtenanttoand run with title to the real"
property legally described as:
That part of Lot 2, Block 14, Village of Prior Lake, and that part of Lot
1, Block 1, CARLSONS HARDW ARE ADDITION, Scott County,
Minnesota, lying southerly of the following described line:
Beginning at a point on the west line of said Lot 1, Block 1, distant 5.45
feet northerly of the southwest comer; thence easterly along a line drawn .~"'-.
through a point on the southerly line of said Lot 1, Block 1, distant 36.31
feet easterly of the southwest corner of said Lot 1, and extended easterly
to a point on the easterly line of said Lot 2, Block 14, distant 23.66 feet
northerly of the southeast comer and there terminating.
And COmInencing at the northwest corner of Lot 1, Block 1,. Cates
Addition to the Village of Prior Lake; thence easterly along the north line
of said Lot 1, to the northeast comer of said Lot 1; thence south 10.00
feet along the east line of said Lot 1; thence westerly to the point of
beginning.
LE MANAGE.MENT PROPERTIES, LLC
__/1 / l,
By t p--',"\ 1,~
- Its ChieflVfanager-
CONSENT AND SUBORDINATION OF MORTGAGEE
TO EASENfENT FOR INGRESS AND EGRESS
'The undersigned, PRIOR LAKE STATE BANK, a Minnesota banking
corporation, the holder ofa mortgage dated July 25, 2002, filed for record on August 21,
2002, with the County Recorder as Document No. 560390, Scott County,.Minnesota, and
a mortgage dated July 25,2002, filed for record on August 21, 2002, with the County
Recorder as Document No. 560392, Scott County Minnesota, hereby consents and
subordinates its right, title and interest in the premises to the Easement for Drainage
purposes, dated November 9,2002, filed for record on
,2002 as
Document No.
EXECUTED IN WITNESS HEREOF on this _ day of
,2002.
PRIORLAKEST ATE BANK
BY
Its
STATE OF MINNESOTA)
) ss.
COUNTY OF )
The foregoing instrument was acknowledged before me this _ day of
November, 2002, by , the of PRIOR
LAKE STATE BANK, a Minnesota banking corporation, on its behalf.
Notary Public
CONSENT AND SUBORDINATION OF MORTGAGEE
TO EASEMENT FOR INGRESS AND EGRESS
In its capacity as the mortgagee of a mortgage, dated August 19, 2002, filed for record
on September 3,2002, with the County Recorder as Document No. 561635, Scott
County, Minnesota, hereby consents and subordinates its right, title and interest in the
premises to the Easement and Right of Access for Repair and Maintenance, dated
November _, 2002, filed for record on , 2002 as Document No.
. 'EXECUTED IN WITNESS HEREOF on this _ day of, 2002.
US SMALL BUSINESS ADMINISTRATION
BY
Its
AND
Its
STATE OF l\1INNESOTA)
) ss.
COUNTY OF )
The foregoing instrument was acknowledged before me this _ day of
November, 2002, by and , the
and
BUSINESS AD:MINISTRA TION, a
behalf.
, respectively, of US SMALL
corporation, on its
This instrument was drafted by:
Notary Public
HUEMOELLER, BATES & GONTAREK PLC
16670 Franklin Trail
Prior Lake N1N 55372
DATE:JO-Cf - 0"2-
@#
To: Sue~ Pa.~~
~M 6.r '\j'"
@ # G,l~ - 3.38-la~
@#
.
NUMBER OF PAGES: Ll)
FROM~U\ &U~~
(including cover)
FAX No.:
447-4245
Notes From The Sender:
Notice of Confidentiality
The information transmitted withthisJacsimile is confidential and . is intended only
for the individual or entity designated above. If you have received this facsimile.
erroneously,. please notify sender immediately and destroy the transmission.
PLEASE CALL Rul
ALL PAGES.
AT qsa-LlLl~"'1eS3
IF You Do NOT RECEIVE
16200 Eagle Creek A.ve. S.E.. Prior Lake. Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245
AN EQUAL OPPORTUNITY E~PLOYER
Suesan Pace
Attorney at Law / P.A.
Pillsbury Center South
220 South Sixth Street Suite 600
Minneapolis MN 55402-4501
Attn. Marilyn
RE: Access Agreement
Dear Ms Pace,
Enclosed is a proposed agreement between the owners of Extra Innings and Carlson Hardware. The purpose of
the agreement is to establish an access agreement for a single footing that is located on the property line
designed to support two buildings. The single footing will support two separate walls constructed "0" to the
property line. Please review this draft document and contact me with any comments.
As usual the customer wants answers ASAP. Feel free to contact me if you have any questions
Paul Baumgartner
Building Inspector
(952) 447-9853
pbaumgartner(a?cityof priorlake.com
EASEMENT FOR MAINTENANCE
In consideration of mutual covenants and co
is hereby acknowledged, the undersigned, BERNA
CARLSON, husband and wife, as joint tenants, he
INNINGS SALOON, INC., a Minnesota corporatio
easement and right of access for monitoring, maint "
across and upon the following described land, to-
Legal of easement to be inserted
This maintenance and repair e
between the parties, is effective u
contemplated by said Right of
the title of the following descr"
ght of Entry Agreement
struction and restoration
11 be appurtenant to and run with
ement is granted subject to all existing easements
benefit of the parties hereto and their respective
assIgns.
SS HEREOF on this _ day of October, 2002.
BERNARDJ.CARLSON
ETHEL 1. CARLSON
STATE OF MINNESOTA)
) ss.
COUNTY OF SCOTT )
This instrument was acknowledged before me this _ day of October, 2002 by
Bernard J. Carlson and Ethel J. Carlson, husband and wife.
Notary Public
This instrument was drafted by:
HUEMOELLER, BATES & GONT AREK PLC
16670 Franklin Trail
Prior Lake MN 55372
EASEMENT FOR MAINTENANCE AND REP AI
In consideration of mutual covenants and co
is hereby acknowledged, the undersigned, EXT
Minnesota corporation, hereby conveys and warr
ETHEL J. CARLSON, husband and wife, as joint
easement and right of access for monitoring, maint
across and upon the following described land, to-
Legal of easement to be inserted
ht of Entry Agreement
ction and restoration
e appurtenant to and run with
Or easement is granted subject to all existing easements
the benefit of the parties hereto and their respective
sSlgnso
SS HEREOF on this _ day of October, 2002.
EXTRA INNINGS SALOON, INC.
By
Its President
)
) ss.
COUNTY OF SCOTT )
This instrument was acknowledged before me
Landford Adler, President of Extra Innings Saloon,
behalf.
This instrument was drafted by:
HUEMOELLER, BATES & GONT
16670 Franklin Trail
Prior Lake MN 55372
RIGHT OF ENTRY AGREEMENT
This agreement is made on , 200
Saloon, Inc., a Minnesota corporation (Extra Innin
Ethel J. Carlson, husband and wife (Carlson).
A. The parties own adjoining parcels of r
Minnesota, described in the attached Exhibits A,
B. The parties exchanged certain
executed Quit Claim Deeds attached h
C. Carlson desires to cons
abut the property line between
property in order to complet
to install footings on Ex
adjacent wall a
on's commercial building to
requires access to Extra Innings'
onstruction Extra Innings desires
ow for a future wall to be erected
footings, Carlson has requested access to Extra
'as consented to such access, for the purposes of
nsible for the payment for any work done on their behalf
ill not allow any mechanic's liens to be filed against the
suit of any work performed.
and Extra Innings desire to create a mutual permanent easement
eet on either side of the property line to permit their agents,
1
employees, contractors, and invitees to maintain and repair the structure and
underlying footings abutting the property line.
G. Both parties recognize the need to abide by all governmental and regulatory
requirements and desire that each party hold harmless, indemnify and defend the other
for any violations committed.
H. It is not the intent of either party to damage or diminish the value of the
other's property in any manner.
AGREEMENT
Based on the foregoing recitals, and other m
the sufficiency of which is hereby acknowledged,
1. Extra Innings hereby agrees to grant C
construction purposes between Extra Innings I bu
between the parties property.
2. Carlson agrees to restore the area e
existed prior to such entry.
3. Upon completion of the c
subject of this agreement, perman
line for maintenance purposes
Exhibits C 1 and C2.
restoration that are the
either side of the property
in the form of the attached
ly for the work to be performed and
acted d will hold harmless, indemnify and
laims for property damage, injury or mechanics'
ey fees, in connection with work performed at
obtain a permit for the proposed work and further agree
1 and regulatory requirements or conditions imposed by the
, and shall take reasonable measures to minimize disturbance to
e other's business operations.
2
6. Each party agrees to assume responsibility for meeting all drainage, erosion
and other runoff requirements imposed as a result of the permits issued for the above
mentioned construction.
7. This Agreement will bind and benefit the parties to this Agreement and their
respective heirs, personal representatives, successors and assigns. It will, however,
terminate on the earliest of the following dates: the effective date of permanent
easements granted by the parties to each other which by their terms supersede this
Agreement or the termination of any construction project due to a failure to obtain a
building permit; or June 1, 2003.
BERNARDJ.CARLSON
ETHEL J. CARLSON
STATE OF MINNESOTA)
)ss.
COUNTY OF SCOTT )
The foregoing instrument w
,2002, by BERN
and wife.
me this _ day of
THEL J. CARLSON, husband
ent was acknowledged before me this _ day of
Landford L. Adler, President, Extra Innings Saloon, Inc., a
n, on behalf of the said corporation.
3
Notary Public
This instrument drafted by:
HUEMOELLER, BATES & GONTAREK PLC
16670 Franklin Trail
Prior Lake, .MN 55372
4
EXHIBIT Al
LEGAL DESCRIPTION OF PROPERTY OWNED
BY BERNARD J. CARLSON AND ETHEL J. CARLSON
5
EXHIBIT A2
LEGAL DESCRIPTION OF PROPERTY OWNED
BY EXTRA INNINGS SALOON, INC.
6