HomeMy WebLinkAboutUntitled (2) � � �
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� En ineered Smoke Removal S stem
g Y
� Equivalency Request
� For
� BAROLE TRUCKING
1 BUILDING "B"
1
I FRIDLEY, MN
� Project No. 99012
1
February 24, 1999
�
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Prepared for:
' TONE CONSTRUCTION,INC.
181 107"'LANE N.E.
, MN 55434
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Engineered Smoke Removal System Equivalency Request
, For
Barole Trucking, Building "B"
�
February 22, 1999 _
1
, 1.0 Request
Tlus report is a request for the approval of an alternate methods approach for the Barole
Trucking,Building"B"project in Fridley,MN. Under the provisions of Sections 104.2.8
' and 2.301 (b) of.the 1997 Uniform Building Code (UBC)10 and 1997 Uniform Fire Code
(UFC)",respectively, The MountainStar�Group,Inc. (MountainStar)and Stone
Construction,Inc., are requesting approval of the proposed engineered smoke removal
, system. MountainStar is recommending the following engineered smoke removal
system:
' • Automatic sprinkler system designed and installed throughout building
• Early Suppression Fast Response(ESFR) sprinkler system in the planned high
' piled storage area
• One (1) 30,OOOcfin rooftop mounted,heat and smoke fan
• 50 square feet of make-up air louvers
� • No curtain boazds
-OR-
, • Automatic sprinkler system designed and installed throughout building
• Early Suppression Fast•Response (ESFR)sprinkler system in the planned high
piled storage area
' • 1'hree (3) 11,200cfin rooftop mounted,manual and automatic heat and smoke
release hatches
' • Natural make-up air -
• No curtain boards
� 2.0 Project Description
The Barole Trucking Building"B"addition to the facility in Fridley,MN is
approximately 19,600 sq. ft. Appro�mately 18,500 sq. ft. will be used for high-piled rack
' storage and approximately 1,100 sq. ft. for offices. The planned storage will be rolled
paper. MountainStar has classified and modeled the storage as a Hazard Class IV
' commodity and has run the smoke exhaust calculations based on this classification. The
planned storage arrangement will be in racks and in piles up to 18 feet high.
'
�
� � T
Barole Trucking Building`�B"Report
' 2/22/99
Page 2
The building has a clear height of 19 feet and deck height of approximately 22 feet. The
building's use is classified as an S-1 Occupancy and is Type II-N construction. The
' entire building will be protected with an automatic sprinkler system. The Bazole
Trucking, Building "B"will be protected with an ESFR sprinkler system, which is
� capable of protecting the storage of the Class IV commodity that will be stored. The
calculations and recommendations in this report are based on neither walls nor curtain
boards dividing the space. If the commodity class, storage arrangement, or the division
' of the space changes, this equivalency request will need to be re-evaluated.
' 3.0 Fire Protection
This section outlines current fire protection systems and features of the building and
, space. This section also contains MountainStar's recommendations regarding any
modifications, additions or deletions to the fire protection design.
3.1 Sprinkler System
' This facility will have a hydraulically designed sprinkler system installed throughout the
building. The sprinkler system will be designed in accordance with the UBC,UFC, and
' applicable NFPA codes and standards. The sprinkler system that will be installed in this
warehouse is recommended to be an ESFR sprinkler system. All of the equipment used
in the system must be listed for its intended purpose. The sprinkler protection of the
' racks will be ESFR and installed on the ceiling only. MountainStar will not be involved
in the hydraulic design,preparing the specifications, or installing the sprinkler system.
' 3.2 Smoke Removal
The engineered system for the warehouse azea sha11 be designed with the following
features:
' • 30,OOOcfm of total e�aust capacity via a minimum of one(1)rooftop mounted
fan.(Figure 1) -
� • The fan will provide a maximum 30,000-cfin of exhaust capacity and will be
listed and rated for smoke and heat removal.
• Make-up air will be provided via a minimum of 50 square feet of open wall
� louver.
• Activation of the fan will be controlled manually on the operation panel. The
' location will be approved by the fire department. The automatic operung
mechanism will be provided for the wall louvers,which will activate upon
operation of the fans.
� -OR-
• 33,600cfin of total exhaust capacity via a minimum of three(3)rooftop mounted
' 4x8ft exhaust hatches.(Figure 2)Total cfin is based on a11 the hatches being open.
• Each hatch will provide a minimum 11,200cfin of exhaust capacity and will be
, listed and rated for smoke and heat removal.
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Barole Trucking Building B Report
2/24/99
' Page 3
• Natural make-up air will be provided via open doors upon fire depa.rtment arrival
and wall penetrations.
' • Activation of the hatches will be controlled manually by a release cable located
directly below each of the hatches. The automatic release mechanism will be
' provided with a heat activated link. The minimum temperature for the link shall
be 265°F and approved by the fire department.
The engineered smoke removal system described in this report is not required nor
' intended to be a life safety system. Its purpose is to assist the fire department in smoke
and heat removal and clean up operations.
' 3.3 Curtain Boards
MountainStar also requests the elimination of curtain boards in the warehouse storage
' area since the space will be protected with an ESFR automatic sprinkler system. The
entire warehouse storage area will be protected with 165°F E5FR sprinklers designed in
accordance with tiie requirements of Factory Mutual2-21z, NFPA 231Cg and the Uniform
' Fire Code, Article 81 and Standard 81-2. The 1997 UFC, Table 81-B, footnote 2, allows
the elimination of curtain boards within the perimeter of ESFR sprinkler systems. Per
the footnote, curtain boards aze only required between areas protected with an ESFR
, sprinkler system and azeas protected with a conventional sprinkler system. Factory
Mutual Engineering also does not recommend curtain boards with ESFR sprinklers
present.
' Existing Wharehouse
1 ��.��
��
1
� �.��
fan �
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'
Dock Doors
' ce e �„
' Figure 1-Fan Spacing and Louver Vent(Floor Plan)
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, t cc »
Barote Trucking Building B Report
2/24/99
, Page 4
F�cisting Wharehouse
'
�
' 11�200 cTm
hatch �
,
'
, Dock Doors
ce e �
, Figure 2—Hatch Spacing(Floor Plan)
� 3.4 Construction
The requirements for separation aze outlined in Table 3-B of the UBC; and MountainStar
is requesting that the space be designed per the requirements found in the 1997 edition of
, the UFC. The 1997 edition of the UFC states that the separation between mixed
occupancies shall be per the requirements found in the building code.
, 4.0 Substantiation
The proposed exhaust capacity for the project is based on smoke generation as calculated
, by the computer fire model FPETOOL4 and the Uniform Building Code. FPETOOL is a
computerized package of fire physics engineering calculations developed by the National
Institute of Standards and Technology (TTIST); see Appendix 1 for more information
' regarding fire modeling and fire risk assessment. MountainStar's calculations aze based
on the smoke layer at a height of 19.8 feet above the floor, which is the top of the
proposed storage in this space. The depth of the smoke layer directly affects ventilation
' requirements. The lower the smoke layer is allowed to descend the less exhaust capacity
is required. If this were an automatic life safety smoke control system, UBC would
, allow a smoke layer of 10 feet above the floor of exit. Since this is not a life safety
smoke control system,the design height chosen for this project provides a conservative
basis for determining the smoke removal capacity.
tThe MountainStar Group, Inc. has reviewed schematic plans for the Barole Trucking
Building"B" space, and has determined that the building and space will be designed with
'
'
' Barole Truclung Building"B"Report
2/24/99
' Page 5
the intent of the fixed active and passive fire protection features containing the fire and
controlling the smoke. The proposed smoke removal rate is determined from engineered
' fire model calculations, based upon the specific characteristics of the fully sprinkler
protected facility. MountainStar believes that ESFR sprinkler protection provides an
effective level of fire safety that is intended by the Uniform Fire Code, Uniform Building
' Code and NFPA 101'. Our assessment included consideration of the following:
' • The rapid activation of ESFR sprinklers
• The fire suppression and smoke control capabilities of ESFR sprinklers
• The use of a fan or hatches to provide a smoke exhaust capacity which exceeds
' the modeled (calculated) smoke generation rate
• A proposed exhaust rate that will keep the smoke layer at a height of 19.8 feet
' above the floor(which is above the proposed storage height)when the fan is on
or the hatches are open
• Manual activation of the fan or hatches within the building without requiring fire
' fighters to use the roof
• Proper fire department site access
' • A reliable fire protection water supply
• Strategic exit locations in exterior wall exits as traditional escape routes
' Figure 2 illustrates the concept of exhausting smoke through the roof of a warehouse.
, SM01�FJOW15iUP11UlYPER
I�PI1926 MID t�t11AP1ER 9
LII�S�IfOh0001Nif SPAINq.ER DISOIAR6E
' � �'
SPPoNI0.9i
�EPTH OF � DBOUW6E
EPT
SMI01�
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' ri�,
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$p;i
i�as�a� a��rnH x�
IN kw or B7U/s
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DEPIH
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7 �7'�1 � '4� _+��E"9 t H;..: �� rri..Y.�
.T.
' Figure 2-Schematic Warehouse Eghaust Scenario
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Barole Trucking Building B Report
2/24/99
' Page 6
5.0 Results
' The smoke removal capacity for the warehouse was determined based on the smoke
generation rate at the time of sprinkler actuation. In addition, the large volume of the
storage facility has been taken into account. Upon sprinkler actuation, the fire is
, assumed controlled by the sprinkler discharge. Therefore, the fire's heat release rate and
smoke generation rate were considered to be constant. This is a conservative assumption
since ESFR systems have proven to be capable of extinguishing fires, not just controlling
, them.
Calculations were based on the commodity classification and the desired clear height of
' the smoke layer above the floor. MountainStar specified parameters, so that the smoke
layer will remain 19.8 feet above the floor.
, Commodity classification directly impacts the design basis fire as defined in NFPA 92B
5, Smoke Management in Madls, Atria, and Large Enclosed Areas, NFPA 72 6,National
' Fire Alarm Cade, and the Society of Fire Protection Engineer's Handbook2. "T-
squared" fires are common"generic descriptions of the rates of heat release of accidental
open flaming fires" where the rate of heat release per unit area is constant over the entire
' ignited surface and the fire is spreading as a circle with a steadily increasing radius.
"T-squared" fires are classified slow, medium (moderate), fast, or ultra-fast depending on
the amount of time required for the heat release rate to grow to 1,000 Btu/second (see
' Figure 3). A Fast t�fire is generally consistent with Class IV commodities and was used
in the models for this project. Table 1 summarizes the results of the computer fire
modeling and illustrates the benefits of using an ESFR system in lieu of a conventional
' standard response sprinkler system.
Madium
6000 Ultra-fest Fast (Modaato)
' S00� �� _ _ _
ti r• 6 R storege
4000 i t��;�� ._
f 1
' Q BN/sec) ' � ,
3000 ) ' !�
1 tr°f ��� Slow
2000 �%' j � �ve---��__.` _r.�-•..`�-..
/ / :f
�.;
' 3000 f i w.-'� - -�'"y
Q J
0 ]00 200 300 400 500 600 700
' Time from ig[ution(seo)
Figure 3-Referenced Fire Growth Rates
' Table 1 - Sprinkler Response, Heat Release Rate& Smoke Generation Rate
'�`��`����+�': ������ ������ti� ��� .
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' . �'e . ._.., �� A�����i �_ ���k�r�l�u���� ������i��i����r�
165°F ESFR^ ~�167 seconds 1,233 Btu/s� ~ 27,153cfm ��
165°F Standard�� 265 seconds � ���3,104 Btu/s� � ��T�40,283cfm ��
' _._..__.____,____.._.___-_ ______________.�__�_._..___ ___.________.��____.__.__ _._._�._.�_ _____._�__._..._._
'
' Barole Trucking Building"B"Report
2/24/99
� Page 7
FPETOOL results indicate there is a significant reduction in the heat release rate and
' smoke generation using ESFR sprinklers in lieu of standard heads.
�_._____.__.�_..__ _._.___.______._ _._____________________.�_____.________._._ _.._._ __�
so,000 f'.
IE i =
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, 0
ESFR Sprinklers Sqndard Sprinkters Air Changes Recommended
(Fans)
'
, Figure 4-Eahaust Rate Requirements
In the figure above, the exhaust capacity represented by the column is based on a
' prescribed minimum fire size used for the general commodity classification of the
storage found in this specific facility. The capacities for ESFR and standard sprinklers
are derived from FPETOOL modeling of the predicted fire sizes given the commodity
, and suppression system chazacteristics.
The air changes column is based on a proprietary minimum air change per hour for the
' design of these systems. The purpose of setting a minimum air chan�e per hour is to
ensure that an adequate amount of air movement is achieved in large spaces. The
recommended exhaust capacity is the proposed design for this project and is determined
, by selecting a design capacity that exceeds a11 of the methods used to calculate the
exhaust rate for this facility.
� Due to its large volume the warehouse has the ability to remain tenable for a long period
of time without any assistance from smoke/heat venting. The calculated smoke
generation rate is conservative since it assumes that:
' 1. The smoke generated from the fire will remain constant
2. The fire remains the same size, or at steady staxe, after sprinkler actuation
' The smoke generated from the fire will gradually decrease as the smoke layer descends,
due to both the entra.inment of air into the plume, and flame impingement into the smoke
' layer. The fire size after sprinkler actuation typically decreases and these two factors
together or separately will increase the time required for smoke layer descent.
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Barole Trucking Building°fB"Report
' 2/22/99
Page 8
6.0 Conclusion
, Based on the supporting data,the proposed smoke removal capacity will provide
effective smoke and heat removal in the warehouse storage area and meet the intended
performance objectives. This report substantiates justification for an alternate method as
, allowed by the UBC and UFC for using one (1)rooftop mounted fans,with 30,000-cfin
exhaust with the fan operating in this warehouse space or three (3)rooftop mounted
hatches with 22,400cfin e�aust with all of the hatches open in the wazehouse space.
, Please contact us if you have any questions or concerns.
' Prepared by: Approved by:
,
R ert J e Michael A. O'Haza,P.E.
' Vice Pr ent President
I hereby certify that this plan, specification,or report
was prepared by e or der my direct supervision
' and that I am ul gistered Professional Engineer
under e State of Minnesoffi
D Registration No.24067
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Barole Trucking Building"B"Report
' 2/22/99
Page 9
7.0 REFERENCES
' 1. Building plans provided by SJ&F Enterprises,Inc. dated 12/28/98.
, 2. The SFPE Handbook of Fire Protection Engineering-2nd Edition, Society of Fire
Protection Engineers, 1995.
� 3. NFPA Fire Protection Handbook- I 8th Edition,National Fire Protection
Association, 1997.
' 4. Computer fire model simulator: FPETOOL 3.20,by TTIST Center for Fire Research.
5. NFPA 92B,Smoke Management Systems in Malls, Atria& Large Spaces,National
' Fire Codes,National Fire Protection Association, 1995.
6. NFPA 72,National Fire Alarm Code,National Fire Codes,National Fire Protection
' Association, 1996.
7. NFPA 101,Life Safety Code,National Fire Codes,National Fire Protection
' Association, 1994.
8. NFPA 231 C,Standard for the Rack Storage,National Fire Codes,National Fire
' Protection Association, 1995.
9. NFPA 13,Standard for the Installation of Sprinklers Systems,National Fire Codes,
' National Fire Protection Association, 1996.
10. 1997 Uniform Building Code,International Conference of Building Officials.
' 11. 1997 Uniform Fire Code,Interna.tional Conference of Building Officials.
' 12. Factory Mutual Data Loss 2-2,ESFR Sprinklers,Factory Mutual Research
Corporation, 1996.
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APPENDIX 1
1
� Fire Risk Assessment
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� FIRE RISK ASSESSMENT
� The fire risk assessment sets the framework for establishing the acceptable Ievels of risk
and impact of the equivalency in quantifiable terms for the entire facility. The fire risk
assessment considered fire protection objectives including:
� ♦ life safe
h' _
� ♦ property protection
♦ minimal business interruption
� ANALYSIS
� The fire models are based on fire dynamic principles. Much of the data on fire growth
and rate of heat release comes from both sma11 and large scale testing developed by
Factory Mutual,research laboratories,universities and the federal government(1�TIST
, Center for Fire Research).
The design fire scenario is based on a t-squared fire, one where the burning rate varies
' proportiorially to the square of tune. Frequently,t-squared fires are classified by speed of
growth, labeled slow, medium, fast, and ultra-fast. The speed of fire growth is based on
the time required for the fire to grow to a heat release rate of 1000 Btu/sec.
�
The general equation is:
q=at�
� where
q=rate of heat release(Btu/sec)
' a=a constant governing the speed of growth
t=time (seconds)
' A t-squared fire can be viewed as one where the rate of heat release per unit area is
constant over the entire ignited surface, and the fire is spreading as a circle with a steadily
increasing radius. In such cases,the burning azea increases as the square of the steadily
� increasing fire radius. Of course, other fires do not have such a convenient�y regular fuel
array, and consistent burning rate may or may not actually produce a t-squared curve.
The implicit assumption is that the t-squared fire may be used to make reasona.ble design
� decisions. The following graph represents the various design fire curves:
'
�
� •
,
' ,
� Ultra-fast Fast
6000 Medium
� 5000 � ���
� � f I;=` � 6 ft.storage
� �/ / � •;�y= �\--'—•�.
4000 Y j ; . .�•
� Q(BTU/sec) � �
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3000 / � .
� � - Display Slow
2000 j ��� ��—��` �.--�.�
' / / i i'
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1000 /� � ���� ��
/ � ,�.
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0 100 200 300 400 500 600 700
� Time&om ignition(sec)
t�Fire Growth Ratesl
�
Sprinkler activation is based on the design fire,type of sprinkler, distance from fire to
� sprinkler, and height of sprinkler above fire. Fire growth is measured in kilowatts or
BTU/second, a unit of energy output similar to a light bulb (watts). Heated convective
gases from the fire plume activate sprinklers located at the ceiling. As the gases and
� products of combustion rise,they entrain air and begin to cool off. Visually,the
parameters are:
� distance&om fire to sprinkler
�
smoke layer
,
height cool air entrains
� critical into plume cooling
from fire to heated gases that
sprinkler would actuate
� sprinklers
� 'adapted from 1 � Appendix C.
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�t � APPENDI� 2
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Fire Rlsk Assessment
� m ter Model Results
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FIRE SIMULATOR
L [VER 3 .20]
Input data used for run of : 02-15-1999 16 :16 :40
� Data file used: BAROLEIB. IN as of 02/15/99 16 :16 :34
1 Run title: BAROLE TRUCKING BUILDING B ESFR 02-15-1999
LOTUS file name: TOOL.WKS -
, Heat of combustion: 12000 BTU/lb 27883 KJ/Kg
Specific extinction coefficient : 0 . 1
Flashover temperature: 1112 F 600 C
� Oxygen starvation threshold: 10 . 0 % by volume
Radiant energy fraction (from flame) : 0 .35
Maximum pre flashover energy loss : 0 . 95
' Sprinkler/Heat detector description:
Radial distance 7 . 0 ft 2 . 1 m
RTI : 54 . 0 (ft-Sec) � .5 29 . 8 (m-Sec) � .5
� Sprinkler rating: 165 F 74 C
Sprinkler is not sidewall mounted
Fire suppression is in effect
� Fire suppression coef = 1000
There is no Smoke detector defined
tDescription of initial inside opening:
Height of opening: 8 . 0 ft 2 .4 m
Width of opening: 20 . 0 ft 6 . 1 m
' Height of sill above floor: 0 . 0 ft 0 . 0 m
Spacial dimensions of room:
� Room height : 22 . 0 ft 6 .7 m
Room floor area: 18540 . 0 ft�2 1722 .4 m�2
Room wall perimeter: 566 . 0 ft 172 . 5 m
Room is rectangular: 180 . 0 ft by 103 . 0 ft 54 . 9 m by 31.4 m
� -
Description of ceiling materials : .
� 100% FIBER INSULATION BOARD 4 . 0 in 102 mm
Description of wall materials :
� 100°s CONCRETE 10 . 0 in 254 mm
There is no HVAC defined
� Fire height: 1 . 0 ft 0 .3 m
FAST FIRE 1 SEC INTERVALS TO 600
� Fire description used came from firefile: fast .FIR 01-12-1989
A halt flag is set for Sprinkler activation
� TIME -----TEMP----- ------LAYER---- -----FIRE-----
sec F C ft m kW BTU/sec
� 0 70 21 22 . 0 6 . 7 0 .1 0 .1
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Link temperature = 70 . 0 F 21 . 1 C
� Ceiling Jet Temperature (at link) = 70 .2 F 21 . 2 C
Ceiling Jet Velocity (at link) 0 .4 ft/sec 0 . 1 m/sec
Vision distance (smoke layer) = 3000 . 0 m 9842 . 5 ft
Smoke gases : Oxygen = 21. 0 % : CO = 0 . 0000 : CO2 = 0 . 0000 %
� Smoke vent rate is 0 . 0 cfm 0 . 0 cros
Enthalpy (Heat content) 0 . 0 btu/sec 0 . 0 kW
Inside flow 0 .0 BTU/SEC 0 . 0 kW
� Sprinkler/Heat detector
activated at 167 seconds. -
� 167 111 44 19 .5 6 . 0 1299. 6 1232 .7
Vision distance (smoke layer? = 15 . 0 m 49 .1 ft
Smoke gases : Oxygen = 20 . 6 % : CO = 0 . 0000 : CO2 = 0 .2118 %
1 Smoke vent rate is 0 . 0 cfm 0 . 0 cros
Enthalpy (Heat content) 0 . 0 btu/sec 0 . 0 kW
Inside flow 0 . 0 BTU/SEC 0 . 0 kW
, 167 111 44 19.5 6 . 0 1299 .6 1232 .7
Vision distance (smoke layer) - 15 . 0 m 49 .1 ft
� Smoke gases : Oxygen = 20 . 6 % : CO = 0 . 0000 : CO2 = 0 .2137 %
Smoke vent rate is 0 . 0 cfm 0 . 0 cros
Enthalpy (Heat content) 0 .0 btu/sec 0 . 0 kW
Inside flow 0 . 0 BTU/SEC 0 . 0 kW
� 601 132 55 13 .0 4 . 0 843 .7 800 .3
Vision distance (smoke layer) = 7 . 5 m 24 . 5 ft
� Smoke gases : Oxygen = 20 .3 % : CO = 0 . 0001 : CO2 = 0 .4479 %
Smoke vent rate is 0 . 0 cfm 0 . 0 cros
Enthalpy (Heat content) 0 . 0 btu/sec 0 . 0 kW
Inside flow 455 . 9 BTU/SEC 480 . 5 kW
I
______________RUN COMPLETED=====_________
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FIRE SIMULATOR
� [VER 3 .20]
Input data used for run of : 02-15-1999 16 : 18 : 19
, Data file used: BAROLE2B. IN as of 02/15/99 16 :18 : 14
' Run title: BAROLE TRUCKING BUILDING B STANDARD
LOTUS file name : TOOL.WKS _
' Heat of combustion: 12000 BTU/lb 27883 KJ/Kg
Specific extinction coefficient : 0 . 1
Flashover temperature: 1112 F 600 C
� Oxygen starvation threshold: 10 . 0 % by volume
Radiant energy fraction (from flame) : 0 .35
Maximum pre flashover energy loss: 0 . 95
� Sprinkler/Heat detector description:
Radial distance 8 . 5 ft 2 . 6 m
RTI : 400 . 0 (ft-Sec) � . 5 220 . 8 (m-Sec) � .5
' Sprinkler rating: 165 F 74 C
Sprinkler is not sidewall mounted
Fire suppression is in effect
1 Fire suppression coef = 1000
There is no Smoke detector defined
� Description of initia� inside opening:
Height of opening: 8 . 0 ft 2 .4 m
Width of opening: 20 . 0 ft 6 . 1 m
, Height of sill above floor: 0 . 0 ft 0 . 0 m
Spacial dimensions of room:
� Room height : 22 . 0 ft 6 .7 m
Room floor area: 18540 . 0 ft�2 1722 .4 m�2
Room wall perimeter': 566 . 0 ft 172 .5 m
IRoom is rectangular: 180 . 0 ft by 103 . 0 ft 54 .9 m by 31.4 m
Description of ceiling materials : _
, 100% FIBER INSULATION BOARD 4 . 0 in 102 mm
Description of wall materials:
, 100% CONCRETE 10 . 0 in 254 mm
There is no HVAC defined
� Fire height : 1 . 0 ft 0 . 3 m
FAST FIRE 1 SEC INTERVALS TO 600
, Fire description used came from firefile: fast .FIR 01-12-1989
A halt flag is set for Sprinkler activation
, TIME -----TEMP----- ------LAYER---- -----FIRE-----
sec F C ft m kW BTU/sec
� 0 70 21 22 . 0 6 . 7 0 .1 0.1
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Link temperature = 70 . 0 F 21 . 1 C
� Ceiling Jet Temperature (at link) = 70 . 2 F 21 .2 C
Ceiling Jet Velocity (at link) 0 . 3 ft/sec 0 . 1 m/sec
Vision distance (smoke layer) = 3000 . 0 m 9842 . 5 ft
Smoke gases : Oxygen = 21 . 0 % : CO = 0 . 0000 : CO2 = 0 . 0000 0
� Smoke vent rate is 0 . 0 cfm 0 . 0 cros
Enthalpy (Heat content) 0 . 0 btu/sec 0 . 0 kW
Inside flow 0 . 0 BTU/SEC 0 . 0 kW
' Sprinkler/Heat detector
activated at 265 seconds .
� 265 160 71 _ 16 . 9 5 . 1 3272 .5 3104 . 0
Vision distance (smoke layer) - 7 . 8 m 25 .6 ft
Smoke gases : Oxygen = 20 .3 % : CO = 0 . 0001 : CO2 = 0 .4290 %
� Smoke vent rate is 0 . 0 cfm 0 . 0 cros
EnthaI.py (Heat content) 0 . 0 btu/sec 0 . 0 kW
Inside flow 0 . 0 BTU/SEC 0 . 0 kW
t265 160 71 16 .9 5 . 1 3272 .5 3104 . 0
Vision distance (smoke layer) = 7 . 8 m 25 . 6 ft
Smoke gases : Oxygen = 20 .3 % : CO = 0 . 0001 : CO2 = 0 .4316 %
' Smoke vent rate is 0 . 0 cfm 0 . 0 cros
Enthalpy (Heat content) 0 . 0 btu/sec 0 . 0 kW
Inside flow 0 . 0 BTU/SEC 0 . 0 kW
' 601 212 100 10 . 7 3 .3 2343 .3 2222 . 6
Vision distance (smoke layer) = 4 .1 m 13 .3 ft
, Smoke gases : Oxygen = 19 . 5 % : CO = 0 . 0004 : CO2 = 0 . 9007 %
Smoke vent rate is 0 . 0 cfm 0 . 0 cros
Enthalpy (Heat content) 0 . 0 btu/sec 0 . 0 kW
Inside flow 929 .2 BTU/SEC 979 .4 kW
'
______________RUN COMPLETED=====_________
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APPENDIX 3
1
t
Fire Risk Assessment Smoke
Develo ment Calculations
1 p
1
1
1
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1
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' � Input Sheet
MountainStar Smoke Exhaust Calculations
�
PROJECT: BAROLE TRUCKING BUILDING "B"
' DATE: February 16, 1999
' : _ 1 �
H Height - 22 ft
, L Length 180 ft
W Wid� 103 ft
� A Area 18,540 $2
V Volume 407,880 ft3
, 1 � • 1 1
' Storage Height 18 ft
Commodity Classification
� O Class I O Class IV
O Class II O Ctass V(High Hazard)
, O Class III
� T 70 F
a Ambient Temperature
' Z Smoke Gear Height 19.8 fl`
dT Temperature Difference 50 F
, q�� Radiant Meat Flux 50 Btu/ft2-s..
, -
'
'
�
'
, Page 1 oc�,,,�,���,,�.
' � Calc.2-FPETooI
CALCULATIONS FOR EXHAUST RATES BASED ON
' FPETOOL PREDICTED SPRINKLER RESPONSE
, PROJECT: BAROLE TRUCHING BUILDING "B"
TITLE: ESFR
DATE: February 16,1999
' Commodity Class: IV
�
' Ta ambient 70 F
H space height 22 ft.
L length 180 ft.
' W width 103 ft.
A area 18,540 ft
V volume 407,880 ft3
, Z smoke cleaz height 19.8 ft.
dT temperature difference 50 F
q" radiant heat flux 50 Btu/ft-s
, 1
Fire Growth Rate @ Sprinkler Response 1,233 Btu/s
' Convective Heat Release Rate Q�=0.7 Q 863 Btu/s
Theoretical maximum plume height Hm= 105.7 ft.
H,a must be>H for smoke to reach ceiling TRUE
' Plume centerline temperature T�= 175 F.
Plume diameter d 10 ft.
if d<W,then plume does not touch wall TRUE
� Clear Height 19.8 ft
Z� Limiting Height 8.0 ft.
fo�Z>Zl MP= 33.9 lbs./sec
,
, Ezhaust rate cfm 27,153
Air changes per hour 4.0
' Based on the calculated amount of smoke being generated for the predicted fire size it
would take $,� minutes for the smoke layer to descend to 10' from the floor and
, 5�.( minutes to fill the entire space with smoke. These nuxnbers are conservative
since they assume the following:
the smoke generated from the fire will remain constant
' the fire remains the same size, or steady sta.te, after sprixikler actuation
The smoke being generated from the fire will gradually decrease as the smoke layer
, decreases due to both the entrainment of air into the plume and flame impingement
into the smoke layer. The fire size after sprinkler actuation will typically experience
, at the very least a slow decay. Both of these factors together or separately may cause
the amount of time for the smoke layer to descend to increase.
, Page 2 0�,,,�.����,,�.
� Calc.2-FPETooI (2)
CALCULATIONS FOR EXHAUST RATES BASED ON
' FPETOOL PREDICTED SPRINKLER RESPONSE
' PROJECT: BAROLE TRUCKING BUILDING "B"
TITLE: STANDARD
DATE: February 16, 1999
, Commodity Class: IV
:
' Ta ambient 70 F
H space height 22 ft.
L length 180 ft.
, W width 103 ft.
A area 18,540 ft�
V volume ao7,sso ft3
' Z smokeclearheight 19.8 ,ft.
dT temperature difference 50 F
q" radiant heat flux 50 Btu/fl-s
' �
Fire Growth Rate @ Sprinkler Response 3,104 Btu/s
, Convective Heat Release Rate Q�=0.7 Q 2,173 Btu/s
Theoretical maximum plume height H,„= 153.0 ft.
Ho,must be>H for smoke to reach ceiling TRUE
� Plume centerline temperature T�= 253 F.
Plume diameter d 11 ft.
if d<W,then plume does not touch wall TRUE
' Clear Height 19.8 R
Z! Limiting Height 11.5 ft.
for ZyZ[ Mp= 50.4 Ibs.lsec
'
' Eghaust rate cfm 40,283
Air changes per hour 5.9
� Based on the calculated amount of smoke being generated for the predicted fire size it
would take 5,� minutes for the smoke layer to descend to 10' from the floor and
, �Q�,minutes to fill the entire space with smoke. These numbers are conservative
since they assume the following:
the smoke generated from the fire will remain constant
' the fire remains the same size,or steady state,after sprinkler actua.tion
The smoke being generated from the fire will gradually decrease as the smoke layer
, decreases due to both the entrainment of air into the plume and flame impingement
into the smoke layer. The fire size after sprinkler actuation will typically experience
, at the very least a slow decay. Both of these factors together or separately may cause
the amount of time for the smoke layer to descend to increase.
' Page 3 0�,�,���,,�.,�.
� Calc.3-Air Changes
CALCULATIONS FOR EXHAUST RATES
' BASED ON AIR CHANGES
� PROJECT: BAROLE TRUCKING BUILDING "B"
TITLE:
DATE: February 16,1999
Commodity Class: IV
:
' Ta ambient 70 F
H space height 22 ft.
L length 180 ft.
' W width 103 ft.
A area 18,540 ft
V volume ao�,sso ft3
' Z smoke cleaz height 19.8 ft.
dT temperature difference 50 F
q" radiant heat flux 50 Btu/f�-s
'
'
Calculation for the exhaust rate is based on rate of
, 2 air changes per hour for this building
, Ezhaust rate cfm 13,596
Air changes per hour 2.0
' ..
' - _ _
'
'
'
,
�
' Page 4 0�,�,���.,.�
' Article 81
SMOKE EXHAUST REQUIREMENTS
, BASED ON ARTICLE 81
' Project: BAROLE TRUCKING BUILDING "B"
Date: February 16,1999
'
. • . . _
, Commodity Classification IV
Storage Height 18
- Length 180 ft '
' Width 103 ft
Building Height 22 ft
� Area 18,540 ft�'
Results
'
' Number of Maximum Area Number of Total
Curtain formed by Curtain Hatches' per Total Equivalent
Areas boards(sq. ft.) Curtain Area Hatches cfm2
' Option 1 2 10,000 3 6 5Z,60Q
(6'curtain boards)
� Option 2 7 3,000 2 14 't��,�tIQ ��.
' (4'curtain boards) _��,,,' <
' Minimum
Numbe�of Maximum Area Exhaust Number of
' Curtain formed by Curtain Capacity2 per Fans3 per Total Fans
Areas boards(sq. ft.) Curtain Area Curtain Area and cfm
Option 1 2 10,000 27,810 1 �2 �
(6'curtain boards) - ,�,62tkt:,
, ' i
Option 2 7 3,000 10,595 1 `7
(4'curtain boards) ��4,1� ^
, 'Based on a rypical 4'x 8' hatch
ZBased on conversion factor of 300�fm per square foot of roof vent
' area from UFC Standard 81-3
3Based on maximum 30,000 cfm capacity fan from UFC Standard 81-3
,
'
, Page 5 m���,���.�.
' Definition of Terms
FIRE CALCULATION DEFINITIONS
1
1
Mp plume mass flow rate(Ibs/sec.)
' Z smoke clear height(ft)
, Z� limiting flame height(ft)
Q heat release rate(Btu/second)
' Q� convective heat release rate(Btu/second)
(0.7 x Q or more)
, V volumetric flow rate(ft3/min.)
, t time(seconds)
' tg growth time(seconds)
fire to reach 1000 BTiJ/s
' H ceiling height above fire surface(ft)
' A area of smoke being filled with smoke(ft2)
dT temperature rise under ceiling(°�
' ...
Z>Zl Z<Zl
' - W - W
u i� smoke tayer ,;Mi."�. � j, snoke layer
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JOB ADDRESS: ._ .�::-�
NAME OF BUSINESS: F'��T-��;'-� `"r��,ck ,.r�c�
DESCRIPTION OF WORK TO BE DONE (check on reverse side for stipulations & fees):
�'F,r.; ,;k1.,�s� �: "�: ;-�m
ERC ID # (Hazardous Materials; if COST EVALUATION OF JOB
applicable): (for sprinkler permits only) $ 4 , 335 ,o0
PERMIT FEE: '�' � �''� DATE WORK SCHEDULED:
OWNER: OWNER ADDRESS:
OWNER PHQNE (Sueet)
(Ciry,State,Zip Code)
CONTRACTOR: N�:-i.�a�1,�1 1�ut�. sprink�e ADDRESS:
i.h1<: ''�'�t:l�. Ln. NE
STATE LICENSE #: �,,,r�n� 1
(Street)
PHONE # ' ? ��ine �1N _�5���9
7�,��r����� (City,Slate,Zip Code)
This permit is granted subject to compliance with applicable codes, ordinances and
regulations governing the above described operations. This permit is non-assignable and
shall be maintained in the place of business for which the permit is granted.
"%E", f . �'fi , � :��/" �l�` ,.�,�,
l _i fii�'L-.�—'�,l1---..
Date Authorized by: Richard H. Larson,
Deputy Chief/Fire Marshal
�
,
LETTER OF TRANSMITTAL
♦ �� �� �y' -�� `� DATE: JOB NO.: L•��p�
�O ' AUTOMATIC SPRINKLER C0. z-'��`� �
1612 941h Lane N.E. • Blaine, Minnesola 55449 • (6i2)784-8902 RE: ������ ����a
�G ��Q �.J ��t
�r���� � M,� ���
To:� � � �F /-'/�� b L,.�.`7�
ADDRESS: �1�• '� , ��`,��-r�` j,,. � ��s � �,
`�.i
C�TY: r K- ( �L...�j �/V � ��`-'t'��
ATTENTION: ������ �
PLEASE BE ADVISED:
WE ARE SENDING YOU ❑ A7TACHED O UNDER SEPARATE COVER VIA THE FOLLOWING:
� PRINTS (� PLANS O SHOP DRAWINGS ❑ SAMPLES O SPECIFICATIONS
O ARTWORK O PROOFS ❑ PHOTOGRAPHS ❑ COPY OF LETTER ❑ CHANGE ORDER
�- �1�C-..C.��
N0. DATE COPIES DESCRIPTION
' � Z-Z�? � 1��5 �-�-�-i o� ���n 1�l e-r- Pl,�.v��
� � �-��-�I 7 � �� ��`' t-� v/� ��"i n��-� ���' �
3 � ��►� 3 �--c s�'��� �L_�t �(��^ ;nK-I�-r' �i���
4 � Z-'��97 1 ��CLN'�. �'t' �p� ��j�T�b� �. G�'-�- l ,V '1'��
5 �w�.�,,�.,�.-�-- �., �z�,,��
TFiESE ARE BEING TRANSMITTED AS INDlCATED BELOW:
❑ AS RE�UESTED � APPROVED AS IS ❑ SUBMIT COPIES FOR DfSTRIBtJTION
l�. FOR APPROVAL ❑ APPROVED WITH CORRECTIONS �Q. RETURN � CORRECTED /��ayr��/�
❑ FOR YOUR USE ❑ RETURNED WITH CORRECTIONS ❑ RETURNED AFTER LOAN TO US
❑ FOR YOUR COMMENTS � RESUBMIT COPIES FOR APPROVAL ❑
O FOR BID(S)DUE
COMMENTS:
SIGNED�
wHIT� - ADDR�SS�� y�LLUw - �IL� PINK - 0 G ATUR
� L�THO IN US.A.
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. . .FIRE PROTBCTION BY COMPUTBR DBSIGN
NATIONAL AUTOMATIC SPRINKLBR
1612 94TH LAN�S N.E.
BLP,INE , NIId. 55449
612-784-8902
CONTRACTOR NATIONAL AUTOMATIC SPRINKLER CO.
NAMS BAROL� TRUCKING 1997 ADDITION
LOCATION 30 52nd WAY FRIDLSY, NII�T 55421
SYSTBM NO. 1
CONTRACT NO. MC469
,,
�
PAGE 001
NATIONAL AUTOMATIC SPRINKLfiR
BLAINE , NIIJ. 55449
612-784-8902
HYDR.AULIC DSSIGN INFORMATION SHBET
NAME - BAROLB TRUCKING 1997 ADDITION DATB - 022497
LOCATION - 30 52nd WAY FRIDLEY, NIl�1 55421
BUILDING - NSW ADDITION SYSTEM N0. - 1
CONTRACTOR - NATIONAL AUTOMATIC SPRINKLBR C0. CONTRACT N0. - MC469
CALCULATSD BY - GRFGORY M. PF£sIFT.sR DRAWING NO. - 1 OF 1
CONSTR.UCTION: O COMBUSTIBLT (X) NON-COMBUSTIBLE CFILING HEIGHT 19 .5
OCCUPANCY - SPECFsD WARFsHOUSfi
S (X)NFPA 13 ( )LT. HAZ. ORD.HAZ.GP. ( ) 1 (X) 2 ( ) 3 ( )BX.HAZ.
Y ( )NFPA 231 ( )NFPA 231C FIGURE 5-2 .3 CURVE 3
S ( )OTHER
T ( ) SPPsCIFIC RULING MADB HY DATB
F+�
M AREA OF SPRINKL}3R OPBRATION 1500 SYSTgM TYPE SPRINKLBR/NOZZLS
D$NSITY-GPM/Ft"2 .20 (X) WFT MAKE CBNTRAL
D ARBA PER SPRINKLBR 256 ( ) DRY MOD$L SSLO-OH
F ELEVATION AT HIGHEST OUTLBT 19.0 ( ) DBLUGE SIZB .70 orf. 3/4"
S HOSB ALLQWANCE GPM-INSIDB 0 ( ) PREACTION K-FACTOR 14.5
I RACK SPRINKLER ALLOWANCB 0 tX) BR.ASS SSU TEMP.RAT.155
G HOSE ALLOWANCE GPM-OUTSIDFs 250 .0 162$ Sq. Ft. IN RBMOTF AREA
N
NOTE 362 .7? GPM @ 52 .761 PSI AT THS BASE OF THE RISBR
CALCULATION GPM REQUIRBD b12 .77 PSI REQUIRED 61.616 6 .352 PSI SAFBTY
SiJNIIKARY C-FACTOR US�sD: OVBRH�AD 120 UNDSRGROUND 140
W WATBR FLOW TBST: PUMP DATA: TANK OR R$SBRVOIR:
A DATL OF TBST 8-8-89 CAP.
T TIMB OF TFST RATBD CAP. 0 ELFV.
E STATIC (PSI) 69 � PSI 0
R RESIDUAL (PSI} 65 ELEV. 0 WELL
FLOW (GPM) 1275 PROOF FLOW GPM
S BLEVATION .0
U
P LOCATION INDUSTR.IAL AND ASHTON FRIDLBY, NIN
P
L SOURCE OF INFORMATION ORIGINAL FLOW INFORMATION FROM BXISTING BUILDING
Y SPRINKLLR PLAN DONE 12-18-95
C COl�IODITY CLASS LOCATION
0 STORAGE HT. AREA AISLE W.
M STORAGS METHOD: SOLID PILBD � PALLETIZFsD � RACK �
M
( ) S INGLB ROW ( ) CONVfiN. PALLET ( ) AUTO. STOR.AG$ ( ) �TCAP.
S R ( ) DOUBLE ROW ( ) SLAVE PALLBT ( ) SOLID SHELF ( ) NON
T A ( ) MULT. ROW ( ) OPEN SHESLF
O C
R K FLUE SPACING CLEARANCE:STORAGfi TO CEILING
A LONGITUDINAL TRANSVERSB
G
E HORIZONTAL BARRIBRS PROVIDSD:
r
PAGE 002
NATIONAL AUTOMATIC SPRINKLER
Water Supply Curve
Static Press.= 69.000 PSI
. Resid. Press.= 65.000 PSI
, Resid. Flow = 1275.000 GPM
. Press Available at
. 612 .77 GPM
. 67.968 PSI
. • I
. v
* ,
�
Safety Margin .
6.352 PSI------->I .
v . Flow Available at Demand
x<------------->*<----- 1775.8b GPM
\ \ \ Safety Margin .
i \ \ 1Z63 .Q9 GPM .
Total System \ \ .
Demand � \ •
612 :77 GPM \ .
61.61 PSI � .
" NATIONAL AUTOMATIC SPRINKLER
JOB- BAROLE TR.UCKING 1997 ADD JOB NO- MC469 -1 DAT$ 022497 PAG£ 3
FITTING NAME TAHLE
ABBRSV. NAMS
=- _- �.- -__ ____________________________________
------------- -
A Generic Al�arm Va
B Generic Butterfl
C Roll Groove for
D Generic Dry Pipe
F 90' Standard Elb
F 45' glbow
G Generic Gate Val
K Generic Detector
L 90' Long Turn �1
M 90' Medium Turn
Q Generic Flow Con
S Generic Swing Ch
T 90' Flow thru Te
V VIC '�"I3�
W Generic Wafer Ch
Z Generic Wafer Ch
NATIONAL AUTOMATIC SPRINKLER
JOB- BAROLF TRUCKTNG 1997 ADD JOB NO- MC469 -1 DATB 022497 PAGE 4
HYD. Qa DIA. FITTING PIPT Pt Pt
REF "C" Or FTNG' S Pe Pv ******* NOTBS ******
POINT Qt Pf/F Sqv. Ln. TOTAL Pf Pn
-60.25 2 .227 2V 24.45 7 .50 13 .33 13 .33
801 C=120 O.OQ 24 .45 0.00 0.00
-60 .25 0 .0256 0.00 31.95 -0.82 0 .00 Vel = 4:96
51.29 2 .227 0 .00 16 .00 12 .51 12 .51 K = 14.5
1 C=120 0 .00 0.00 0.00 0.00
-8.96 0 .0006 0 .00 16.00 -0.01 0.00 Vel = .74
51.26 2 .227 0.00 16 .00 12 .50 12 .50 K = 14.5
2 C=120 0 .00 0.00 0 .00 0.00
42.30 0.0131 0.40 16.00 0 .21 0 .00 Vel = 3 .48
51.70 2 .227 28 14.3s 90.50 12 .71 12.71 K = 14.5
3 C=120 0 .00 14 .38 0.00 0.00
94.00 0 .0583 0.00 104.88 6.12 0.00 Vel = 7.74
0.00 1.687 0 .00 48 .50 18.83 18 .83
801A C=120 0.00 0.00 0.00 0.00
94 .00 0 .2253 0.00 48 .50 10.93 0.00 Vel = 13 .49
0.00 2 .154 2V 20 .77 0 .50 29.76 29.76
941A C=120 0 .00 20 .77 0.00 0.00
94 .00 0 .0686 0 .00 21.27 1.46 0.00 Vel = 8.28
901 94.00 31.22 K = 16.825
-60 .36 2 .227 2V 24 .45 7.50 13 .39 13 .39
802 C=120 0 .00 24.45 0.00 0.00
-60.36 0.0259 0 .00 31.95 -0.83 0.00 Vel = 4.97
51.40 2 .227 0.00 16.00 12.56 12.56 K = 14.5
4 C=120 0 .00 0 .00 0.00 0.00
-8.96 0.0006 0 .00 16.00 -0.01 0 .00 Vel = .74
51,37 2 .227 0.00 16.40 12 .55 12 .55 K = 14.5
5 C=120 0 .00 0.00 0.00 0.00
42 .41 0.0137 0.00 16.00 0.22 0 .00 Vel = 3 .49
51.81 2 .227 2B 14 .38 90.50 12.77 12 .77 K = 14.5
6 C=120 0.00 14.38 0 .00 0.00
94 .22 0 .0585 0.00 104.88 6.14 0.00 Vel = 7.76
0.00 1.687 0.00 48.50 18.91 18 .91
802A C=120 0.00 0.00 0.00 0.00
94 .22 0.2261 0 .00 48.50 10 .97 0.�0 Vel = 13 .52
UNITS - DIAMFsTSR (INCH) LBNGTH (FOOT) FLOW (GPM) PR$SSURE {PSI)
NATIONAL AUTOMATIC SPRINKLFR
JOB- BAROLF TRUCKING 1997 ADD JOB NO- MC469 -1 DATE 022497 PAGF 5
HYD. Qa DIA. FITTING PIPE Pt Pt
RF�F "C" Or FTNG' S Pe Pv ******* NOTES ******
POINT Qt Pf/F Bqv. Ln. TOTAL Pf Pn
. 0 .00 2 .154 2V 20 .77 0 .50 29 .88 29.88
902A C=120 0 .00 20 .77 0.00 0 .00
94.22 0.0691 0 .00 21.27 1.47 0.00 Vel = 8.30
902 94.22 31.35 K = 16.828
33 .95 2 .227 2V 24.45 7 .50 13 .56 13 .56
803 C=120 0 .00 24.45 0.00 0.00
33 .95 0 .0087 0 .00 31.95 0.28 0 .00 Vel = 2.80
53 .94 2 .227 2B 14 .38 122 .50 13 .84 13 .84 K = 14.5
7 C=120 0.00 14 .38 0.00 0 .00
87 .89 0 .0514 0.00 136.88 7 .04 0.00 Vel = 7.24
0.00 1.687 0.00 48 .50 20.88 20.88
803A C=12U 0.00 0.00 0.00 0.00
87 .89 0.1991 0 .00 48 .50 9.66 0 .00 Vel = 12.62
0 .00 2 .154 2V 20.77 0.50 30.54 30.54
903A C=120 0 .00 20.77 0.00 0.00
87.89 0 .0601 0 .00 21.27 1.28 0.00 Vel = 7.74
903 87 .89 31.82 K = 15.580
86 .66 2 .227 2E 14.38 129.50 13 .66 13.66
804 C=120 2V 24.45 38 .83 0.00 0.00
86 .66 0.0501 0 .00 168 .33 8 .44 0.00 vel = 7.14
0 .00 1.687 0.00 48 .50 22 .10 22.10
804A C=120 0 .00 0 .00 0 .00 0.00
86.66 0.1940 0.00 48 .50 9 .41 0.00 Vel = 12 .44
0.00 2 .154 2V 20.77 1.00 31.51 31.51
904A C=120 0 .00 20.77 0.00 0.00
86.66 0.0587 0 .00 21.77 1.28 0.00 Vel = 7.63
904 86.66 32 .79 K = 15.133
60.25 3 .356 0 .00 15 .92 13 .33 13 .33
801 C=120 0 .00 0.00 0 .00 0.00
60.25 0.0037 0 .00 15.92 0.06 0.00 Vel = 2.19
UNITS - DIAMFTSR (INCH) LFNG'Tfi (FOOT) FLOW (GPM) PRSSSURE (PSI)
NATIONAL AUTOMATIC SPRINKLER
JOB- HAROLE TRUCKING 1997 ADD JOB NO- MC469 -1 DATE 022497 PAGP 6
HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" Or FZ'NG'S Pe Pv ******* NOTES ******
POINT Qt Pf/F Bqv. Ln. TOTAL Pf Pn
60 .37 3 .356 0.00 13 .58 13 .39 13 .39
802 C=120 0.00 0.00 0.00 0.00
120 .62 0 .0125 0 .00 13 .58 0 .17 0.00 Vel = 4.37
-33 .96 3 .356 0 .00 15.92 13 .56 13 .56
803 C=120 0.00 0.00 0.00 0.00
86.66 0 .0062 0.00 15.92 0 .10 0.00 Vel = 3.14
804 86.66 13 .66 K = 23 .444
94.00 3 .260 0.00 14.50 31.22 31.22
901 C=120 0.00 0 .00 0 .00 0.00
94 .00 0 .0089 0.00 14 .50 0.13 0.00 Vel = 3 .61
94 .22 3 .260 0 .00 14 .50 31.35 31.35
902 C=120 0.00 0.00 0.00 0.00
188 .22 0.0324 0 .00 14 .50 0.47 Q.00 Vel = 7.23
87 .89 3 .260 0.00 14.50 31.82 31.82
903 C=12Q 0 .00 0.00 0.00 0.00
276 .11 0 .0668 0 .00 14.50 0.97 0 .00 Vel = 10.61
86 .66 3 .260 5L 33 .60 110.00 32 .79 32 .79
904 C=120 0.00 33.60 0.00 0 .00
362 .77 0 .1108 0 .00 143 .60 15.92 0 .00 Vel = 13 .94
0 .00 4 .260 1L 8 .96 56.00 48.71 48.71
904B C=120 1V 21.07 30.03 0.00 0.00
362 .77 0 .0301 0.00 86.03 2 .59 0 .00 Vel = 8.17
0 .00 4 .260 0.00 10.00 51.30 51.30
905 C=120 0.00 0.00 0 .00 0 .00
362 .77 0 .0300 0.00 10.00 0 .30 0.00 Vel = 8.17
0.00 4.026 1B 12 .00 1.00 51.60 51.60
VALV C=120 1G 2 .30 28.30 0.00 0 .00
362 .77 0.0395 iK 14.00 29.30 1.16 0.00 Vel = 9.14
0 .00 6.103 2L 13 . 71 50.00 52 .76 52 .76
BASE C=140 0 .00 13 .71 0 .00 0.00
362.77 0.0039 0.00 63 .71 0.25 0.00 Vel = 3.98
250.00 6 .103 iV 34.28 2 .00 53 .01 53 .01 Qa = 250.0
906 C=140 0.00 34 .28 8 .23 0.00
612 .77 0.0104 0.00 36.28 0 .38 0.00 Vel = 6.72
UNITS - DIAMF�TBR (INCH) LENGTH (FOOT) FLOW (GPM) PRBSSURB (PSI)
� .
NATIONAL AUTOMATIC SPRINKLER
JOB- BAROLE TR.UCKING 1997 ADD JOB NO- MC469 -1 DATE 022497 PAGE 7
�iYD. Qa DIA. FITTING PIPF Pt Pt
REF "C" Or FTNG'S Pe Pv ******* NOTES ******
POINT Qt Pf/F Eqv. Ln. TOTAL Pf Pn
CITY 612.77 61.62 K = 78.064
� � �� �
PAG� 008
AUTO PEAKING SUNIlNARY
for
BAR.OLF3 TRUCK ING 19 9 7 ADD
LIST of PIPFS for ARSA CALCULATBD
LEFT ` RIGHT
STDB SIDB
FROM TO LENGTH FROM TO LSNGTH
-------------------------------------------------------
3 801A 90.500 801 1 7 .500
6 802A 90 .500 802 4 7.500
7 803A 122 .500 803 7 7 .500
FLOW PRBSSURB PRF3SSURE
RBQUIRED RBQUIRED DIFFBRBNTIAL
------------------------------------------------
LBFT 16.000 I 613 .70 61.322 -0.294
ARSA CALCULATED I 612 .77 61.616 O.OQO
TYPICAL DISTANCF3 BSTWEBN HEADS = 16.000
SPLIT POINT USSD IN ARBA CALCULATED = 2
� �;'�, f���-
(:k:Nt:KAI.INFORMATIUN 13-9
CONTRACTOR'S MATERIAL&TEST CERTIFICATE FOR �BOVEGROUND PIPING
PpOCEDURE
� Upon completion of work,inq�ction a�d taa fhall b�m�d�by tM oontneta9 rr0h�►ativ��nd witnMad bY�n own�r'�npnNnUtiw. All
a.t.cu.n.n a oomeo.d.oe rv.am i.tc�n anta e.ta.oontneto.•.oa.om,.i ttnNiy i..w sn.�ob.
A wrtitiate�hMl b�fiIIW out�nd eipmd by both npnNntKiw�.'CoP�MNI b�pr�pvW foI�pprovinp wMaitin,own�n�nd contnetor.
It if undentood tM own�r�npr�nt�tlw'��i0n�tun in no v�y P�judia�any qaim p�imt opntnetor tm iwlty rMtafsl.poor workmNqhiD.
or fNlun to comply with rpprovioO wtho►ity's nquie�en�nu or lopl ordimneM. '
PROPERTV NAME
C�c�ll��i � ��2.oc.� `T�s c�,�vc.� z —g'7
PROPERTV AODRESS
�z-� � -
ACCEPTEO BV A7PROViNO AUTMORITV( )NAMBS
ADORESS '
PIANS
INSTALlAT10N CONFORMS TO ACCEPTEO PLANS �YES �NO
EQUIPMENT USEC IS APPROVEO �YES �NO
IF NO,EXPLAIN OEVIATIONS
� � MAS pERSON 1N CMARGE Of FIRE EQLIPMENT BEEN iNSTRUCTEO AS TO LOCATION (�YES �NO �
OF CONTROL VAlVES AND CARE ANO MAINTENANCE OF TMIS NEW EGUIPMENT .c
IF NO,ExPU41N
INSTRUCTIONS
MAVE COPIES OF APPROPq1ATE INSTRUCTIONS AND CARE ANO MAINTENANCE CMARTS YES NO
� AND NFPA 13A BEEN LEFT ON PREMISES. . .
IF NO,EXPLAIN - � �
. LOCATION SUPPLIES BLOGS.�� '� ,�� �
OF SVSTEM ' �O
MAKE MAOEI YEAR Of ORIFICE QUANTITY T�Mi@RATURE
MANUFACTURE SI E RATING
i�
SPpINKLENS
� . PIPE CONFORMS TO STANDARD YES QNO
PIPE ANO FITTINGS CONRORM TO �� STANDARD YE8 QNO
F17TING5 �F NO,E%PLAIN
ALARM DEVICE MIJ(MAUIM TIME IOOPERA7E 7i1R0UG117ESTPIPE
ALARM TYPE � MAKE MODEL 1A�N. SEC.
�C •VAIVE
OR FLOW � �� � �
INDICATOR
MAKE M EL E IA N MAKE MOOEL 8
I TIM IP ' WATER AIR TRIPPOtN REACHED OPERATED
7HRU TEST ` PRESSURE PRESSURE � E TESfOUTLET' PROPERLV
DRY PIPE �nIN. SEC. PSI �� MIN. SEC VES NO
OPERATING
TEST Without
O.O.D.
W�m
Q.O.D.
' �F No,ex
I •MEASURED FROM TIME INSPECTOR'S TEST YIPE IS OPENED. (OVER) ,
•SA QOBOI PqINTED IN USA
Contractor's Material de Tpt Certifiqte for Above�ound Piping
FORM H-a�,. -
��
�,,
13-10 tiPRINKLER SYSTEMS
OPERATION �pNEUMATIC ❑ELECTRIC ❑HVORAULIC
P�PING SUPERVtSED a,rEg �(y� DETECTINQ MEDIA SUPERVISED �YES NO
DOES VAIVE OPERAT FROM TM MANUAL Titi AND/OR R M T CONTNOI STATIONS Y �
DEIU(iE& �S THERE AN ACCESStBLE FAC�tITV IN EACM CIACUIT FOR TESTINO IF NO,EXPLAIN '
PREACTION ❑VES ❑NO
-- VALVES ��p��ppEpqTE ppFS Eqp�GRCUIT MAXIMl1M TME TO
MAKE MO�EL �������RM oPEtiATE vALVE RELEASE ��TE p�
. V NO VES NO MIN, SEC. .
HYD TATIC: Hydrosutk tan�ANI b�mW��t eot lat th�n 200 p�i(1�.8 b�n)1cr two houn or 50 p�i(3A banl abov�tutfc
prs»uh�n�xe�u of 150 psi(10.2 ban)fa ewo Aoun. DiH�nntiM drypip�w1N N�pp�n fhall W I�h oWn durin9 twt M prvwnt dam�pr.
All�bo round PiPinq le�kp�shdl b�ctoqNd.
F : Flow th�rp uind rm unt11 wat�►i�d�r a indiutd by no coll�etion of toniQn�m�aarial in burl�p baps at outl�ts sueh�
TEST h nnts blowofh. Fluth�t flww�Ot INt t�M�100 GPM(/614�/mi�)fOr 4•ineh pip� 600 GPM f2271 L/min)for 5ineh pip�, �
OESCRIPTION ��0 GPM(2838 L/min)+or 8�neh pip� 1000 GPM(37K Umin)fbi 8�neh pip� 1500 GPM 15678 l/min)tor 10inch piM�nd 2000
GPM 1�570 Uminl for 12-inehpipa. YfMn wpply tanrwt produee�tipulat�d fl�nt�s,abain rti�ximum wailabl�.
• UMA���Esublish 10 psi IZ.7 bm1�r pnaun aiM m�aun dro0 whKh MNI not�xoead t-SS pN 10.1 Wn1 Fn 24 noun. Tat
preau� rt— t—Tcan s�t nwmN w�ter lewl�nd air protwt�rd m�awn�ir pntan drap whieA M�NI not exc�ed 1•7�i pti(0.1 bsn)in 24 houn.
ALl PIPING HYDROSTATICALIV.TESTEO AT�PSt FOR�HRS. �F NO,STATE R@ASON �
DRV PIPING PNEUMATICALLV TESTHO p�YES ❑NO
� EQUIPMENT OPEqATES PROPERW � YE$ ❑NO
�� REA0ING OF GAGE ll1CJ�7ED NEAR WATER SIJpPLV TEST PIPEi RESIOUAI.PRESSIJRE WITH VALVE IN TEST PIPE OPBN W I OE �
TESTS ` . TEST STATIC PpESSUFiE: PSI PS�
Uodapround msins and lad fn aonmctiaa to ry�am ri�as flu�h�d brfw�eonnectioe msd�to�inkia PiPMW
VERIFI60 9V COVV OF TMff U FORM NO./SB �YES ❑NO OTMER ExPLA1N
� �� FLUSN60 BV INSTALLER OP UNOER• �
� GROUND SPRINKLER PIPINO YES ❑NO � �
����� NUMBER USEO LOCATIONS ', NUMBER REMOVEG
GASKETS �
w��oeo nivtNa ES NO
If VES...
- DO�VOU CERT.IFV AS TMH SPRINKLER CONTRAGTOR THAT WELDINO PROCEOURES COMPLV �
WITM THE REQUIREMENTS Oi AT lEAST AWS D10.9.LEVFL AR•7 �rES ❑NO
� DO rOU CERTIFY TMAT TME WEI,DINO WAS PENfORMEO BV WELOERS GUALIFIEO IN � � . �
� WEL���+ COMPLIANCE WITM TME FEpU1RFMENTS Of AT LEAST AWS 010.9,LEVEI AR•3 �YES []NO � ..
� � � 00 VOU CERTIFV TMAT WELOINO WAi CARRIEb OUT IN COMPl1ANCE WITM A - � . �
� OOCUM6NTE0 QUALITV CONTRQt PROCEDURE TO IM;URE TMAT ALL DISCS ARE � �
� RETRIEVEO�TMAT OPENINGS IN PIPING ARE SMOOTM,THAT SLAC ANO OTMER �
WELOING RESIDUE ARE REMOVEO,AND TMAT TME INTERNAL OIAMETERS OF �yES ❑NO
PIPING ARE NOT PENHTRATEO � �
� NYDRAUIIC NAMEPLATE PqOVID6D IF NO,EXVLAIN . . � .
DATA
NAMEPLATE YES I�NO
. DATE LEFT IN SER V ICE WITM ALl CONTROL YAI,YES OPEN: � �� '
REMARKS
� NAME F SPRINKLER CONTRACTO ' � .
resn w�TNEss�o w
SIGNATURES �0 p P R V OWNER(SION6D) TITLE OATE '
.�;.. �Y�--,�� y--��-�
FO INKLE ON ACT (SIONFD) TIT OATE
� r �
ADOITIONAL EXPLANATIO ANO N ES � � �
!SA BqCK . � � �
C.ontractor'a Material&Test Ce�tificate for Aboveground Pipiag
FORM H-4
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JOB ADDRESS:
NAME OF BUSINESS:
~ ti `. `:" � Y-:�,��` ; 'i(�
DESCRIPTION OF WORK TO BE DONE (check on reverse side for stipulations & fees):
C,;.-y�. � ;!;
. . �{Q+�`�
ERC ID # (Hazardous Materials; if COST EVALUATION OF JOB
applicable): (for sprinkler permits only) $ �!�, �9�,��
PERMIT FEE: r. .. �; � DATE WORK SCHEDULED:
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OWNER: OWNER ADDRESS:
OWNER PHONE (Street)
(City,State,Zip Code)
CONTRACTOR: ADDRESS:
�'?7'�.!�� �"�T' ? �;�1►''•" Yfil�' . ; ��-� a-:r, �� I.II. �,��
��
STATE LICENSE #: r,:��,;j�,R
,.� , , (Sireet�
,�
PHONE # �.�� :,. _ _ , ._ , '� . ,;�n��� r��.,, �,�;���
'7 n' ;_ ��'�`� (City,Stale,Zip Code)
This permit is granted subject to compliance with applicable codes, ordinances and
regulations governing the above described operations. This permit is non-assignable and
shall be maintained in the place of business for which the permit is granted.
1
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� � t, ��i 4, v�,f�. :fi,-;� �"/ / " � ��.LCrI-�
Date Authorized by: Richard H. Larson,
Deputy Chief/Fire Marshal
, •
� �
�► ARROW SPRINKLER, Inc.
� FI RE PROTECTION SYSTEMS Date 1/2/g6
1521 93RD LANE, N.E.
MINNEAPOLIS, MN 55449
(612) 780-2800
TO: Attention: Richard H. Larson
Gity of Fridley
6431 Univer•sitv Avenue NE
Fridley, N�1 5�`�4i�
Attention:
Re: Job Name: aar�le Trv�c��n� _ �
30 - 52nd Wz.y
Address: Fridley, MN
City&State:
Your P.O.M Your Flle N Our Cont.�
We are enclosing herewith, the following:
Coples of Sheet#'s
1 Fire sprinkler application for permit.
1 CoF�y contractor.i 1 icer,sE�
1 Check for pe.x�mi t
They are sent to you:
C� Use
Q Acceptance ❑ Sets pEY•mit & �Sets
1. For your ❑ Approval � Co OCo
D Files Retain licer.se ❑ Cop es Retum P1�'ns ❑ Copies
, �€�x
2. O Approved by:
3. O To be revised. �
O Copies
4. ❑ Forvvard O Prints to
Remarks:
,
By:
�.s.v.a.�02 Denng Smelt�ek
� ' ,l ARROW SPRINKLER, Inc.
FIRE PROTECTION SYSTEMS �ate ���� `ps
ll 1521 93RD LANE, N.E.
MINNEAPOUS, MN 55449
(612) 780-2800
,t� �
To: L�T'L1 d� i�✓�Ot�`� � F..e� ��:.
� y�'3 l Gt�v��r/�x�a,'-y �'v
` �.v,� ..3-sY3 z_
,
Attention: �i�� G/�Sd�J ,/'�.�eE �l/9�sa�'r.
Re: Job Name: 7�'1�/�'�� ��tJ�lG lNy
Address: � v �� �� w�
City&State: ��D�� � ��`� �
Your P.O.� Your File#i Our Cont.M
We are enclosing herewith, the following:
Copies of Sheet#'s
O� j'! � 5�121.t/!c�ssL T�L��
� �'�r'1/yf2/�yG tG L��G.Cvli.9�OivS
. ,.
They are sent to you:
a use
❑ Acceptance O Sets O Sets
1. For your�Approval C�� pL� �Copy ❑Copy
❑ Files Retain ��� C�- ❑ Coples Return .�3� ��� '�Copfes
2. � Apprqved by:
3. ❑ To be revised.
❑ Copies
' 4. ❑ Forwarcl 0 Prints to
Remarks:
O
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