Correspondence (2) 07/24/98 14:34 $503 526 2538 TV FIRE MARSHAL 12001 /003
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< . T UALATIN VALLEY FIRE & RESCUE
FIRE PREVENTION
U kir 4755 S.W. Griffith Drive . P.O. Box 4755 . Beaverton, OR 97076 . (503) 526 -2469 . FAX 526 -2538
& RE ,...
•
TO: � _ l ! - _ J1W
FROM:
DATE: _ 9?
RE:
NOTE:
NUMBER OF PAGES: 3 (including cover page)
If you do not receive all pages, please call as soon as possible (503) 526 -2469
Thank You fr‘ei
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6‘1, ,'J Jar.
'Working" Smote Detectors Save Live;
07/24/98 14:34 $503 526 2538 TV FIRE MARSHAL g1002/003
JUL - 09 98 16:48 FROM:HARPER RIGHELLIS INC 5032211171 TO:503 526 2538 PAGEt02
arper
5 i ghellis, inc.
July 9, 1998
h
ANK -d6
Gene Birchill
Deputy Fire Marshall TvF &R Fire Marshal's Olticsr
p ty 4755 SW Griffith Dr (503{ 526 -2469
4755 SW Griffith Dr. ACCESS ROADS:
Beaverton, OR 97076 % Compl 0 Do Not Comply with Fire Coen
ReQuirements See ORS 369.039
N SIZE FIGHTING WATER SUPPLY
Approved
❑ Not Approved A
RE: WESTERN FAMILY Foam Not Reiuir4
.
FIRE FLOW Name: Alb6 Date: 7. G
Gene:
The proposed development includes construction of a new, two story, sprinklered office
building to replace an existing building being removed by the ODOT Hwy 217 /1-5
construction project. The new building will be constructed on the same property as the
existing building, therefore the existing access location and a majority of the existing
parking lot will remain. The construction of the proposed building is scheduled for
construction this summer / fall in order to meet the ODOT project schedule.
Attached Is the proposed site plan and water system for the new structure. This plan I
believe conforms to the items discussed during our meeting at Tigard City Hall on Friday,
s April 17°i, 1998. We are requesting your approval of this plan as an alternate to the UFC
requirements in order to obtain approval from the City of Tigard.
a.
Water Service
The site is served from a 10 ". main in Sandburg Street. There are two existing fire
hydrants on Sandburg Street. An additional hydrant is proposed for this site, based on
the required fire flow for a 38,000 S.F., sprinkled, type VN building, and the 250 foot
coverage regulation. Four hydrants would be required for this structure according to the
UFC however, due to the coverage provided by the existing hydrants and their spacing,
three have been proposed. Two hydrants exist on Sandburg and one new one is
proposed. The new fire hydrant is located at the southeast corner of the site, The FOC
is also proposed at this location,
Attached is the TVFR Fire Flow worksheet and the fire flow test conducted by Interface
Engineering. This shows that for the required fire flow of 2500gpm adequate pressure
and flow exists in the system. The existing 10" line has a static pressure of 71 psi and a
residual pressure of 51 psi. Based on using a 6" pipe and 6' DDCV, and factoring in the
drop of 8.5 feet to the proposed fire hydrant, the residual pressure at the fire hydrant will
be 24psi. See the attached Civil Tools data sheet and vicinity map for additional
07/24/98 14:35 $503 528 2538 TV FIRE MARSHAL 003/003
JUL-09 98 16:48 FROM: HARPER RIGHELLIS INC 5032211171 TO:503 526 2539 PAGE:03
information.
•
Based on the fire protection provided by the two ` existing hydrants nstruct ion Street,
to
we are requesting that the building permit be issued prior
fire protection system. The existing access drive into the site will remain in service
during construction to provide access to the existing Western Family Foods building.
The existing building will remain in operation until the new building is completed
therefore the driveway will need to remain open.
If you agree with the above items regarding ase proposed ow forward to and site J m Fun at as
they relate to the fire prevention system please sign and rec If you
the City of Tigard. Your quick response to this letter shall be greatly app
will recall Western Family Foods is being pushed by ODOT to have their new building
ready for occupancy by January, 1999.
Sincerely.
HARPE RIGHELLIS, INC.
Gary - • n. ./
App I-
Ge Birc ill, D - puty Fire Marshall
•
JUL -23 98 15:57 FROM: HARPER RIGHELLIS INC 5032211171 TO:503 684 7297 PAGE:02
P(50°`7fr —IJVo 4f arper
�v �J i.ghellis, Inc.
July 9, 1998
l - �
ANK-45
'Of
Gene Birchill I 9j
Deputy Fire Marshall
4755 SW Griffith Dr.
Beaverton, OR 97076
n RE: WESTERN FAMILY FOODS
FIRE FLOW
Gene:
The proposed development includes construction of a new, two story, sprinklered office
building to replace an existing building being removed by the ODOT Hwy 217 / 1 -5
Q construction project. The new building will be constructed on the same property as the
existing building, therefore the existing access location and a majority of the existing
parking lot will remain. The construction of the proposed building is scheduled for
.construction this summer / fall in order to meet the ODOT project schedule.
Attached is the proposed site plan and water system for the new structure. This plan I
believe conforms to the items discussed during our meeting at Tigard City Hall on Friday,
April 17t, 1998. We are requesting your approval of this plan as an alternate to the UFC
requirements in order to obtain approval from the City of Tigard.
a
Water Service
The site is served from a 10" main in Sandburg Street. There are two existing fire
hydrants on Sandburg Street. An additional hydrant is proposed for this site, based on
the required fire flow for a 36,000 S.F., sprinkled, type VN building, and the 250 foot
coverage regulation. Four hydrants would be required for this structure according to the
UFC however, due to the coverage provided by the existing hydrants and their spacing,
three have been proposed. Two hydrants exist on Sandburg and one new one is
proposed. The new fire hydrant is located at the southeast corner of the site. The FDC
is also proposed at this location.
Attached is the TVFR Fire Flow worksheet and the fire flow test conducted by Interface
Engineering. This shows that for the required fire flow of 2500gpm adequate pressure
and flow exists in the system. The existing 10" line has a static pressure of 71 psi and a
residual pressure of 51 psi. Based on using a 6" pipe and 6" DDCV, and factoring in the
drop of 8.5 feet to the proposed fire hydrant, the residual pressure at the fire hydrant will
be 24psi. See the attached Civil Tools data sheet and vicinity map for additional
in
n
U
w
JUL-23 15:57 FROM:HARPER RIGHELLIS INC 5032211171 TO:503 684 7297 PAGE:03
f
information.
Based on the fire protection provided by the two existing hydrants on Sandburg Street,
we are requesting that the building permit be issued prior to construction of the on -site
fire protection system. The existing access drive into the site will remain in service
during construction to provide access to the existing Western Family Foods building.
The existing building will remain in operation until the new building is completed
therefore the driveway will need to remain open.
If you agree with the above items regarding the proposed water system and site plan as
they relate to the fire prevention system please sign below and forward to Jim Funk at
the City of Tigard. Your quick response to this letter shall be greatly appreciated. If you
will recall Western Family Foods is being pushed by ODOT to have their new building
ready for occupancy by January, 1999.
Sincerely,
HARPE RIGHELLIS, INC.
IP /
Gary . Garyir n, .
Appr. ed
Gene Birchill, Deputy Fire Marshall
-v 4 fie, t... r _ k `- ci2
R
�J
40-P9F o�aq 7
arper
7d - 6 J,,,,d� ighellis, Inc.
ANK-45 C i
N June 10, 1998 0
o
Mark Roberts
Tigard Planning Department
13125 S.W. Hall Blvd.
Tigard, OR 97223 •
RE: WESTERN FAMILY FOODS
FIRE FLOW
Mark:
The proposed development includes construction of a new, two story office building to replace an existing
building being removed by the ODOT Hwy 217 /1-5 construction project. The new building will be
constructed on the same property as the existing building therefore the existing access location and a
majority of the existing parking lot will remain. The construction of the proposed building is scheduled for
construction this summer / fall in order to meet the ODOT project schedule.
Water Service •
o The site is served from a 10" main in Sandburg Street. There are two existing fire hydrants on Sandburg
Street. An additional hydrant is proposed for this site, based on the required fire flow for a 36,000 S.F.,
sprinkled, type VN building, and the 250 foot coverage regulation. The new fire hydrant is located at the
southeast corner of the site. The FDC is also proposed at this location.
Attached is the TVFR Fire Flow worksheet. This shows that for the required fire flow of 2500gpm adequate
o pressure and flow exists in the system. The existing 10" line has a static pressure of 84psi and a residual
pressure is estimated to be at least 75psi. Based on using a 6" pipe and 6" DDCV, and factoring in the
drop of 8.5 feet to the proposed fire hydrant, the residual pressure at the fire hydrant will be at least 30psi.
See the attached Civil Tools data sheet and vicinity map for additional information.
it
0
Based on the fire protection provided by the two existing hydrants on Sandburg Street, we are requesting
That the building - permit be issued_prior to coDatnirtion- of_the_oD -site fire prntertinn system. The existing
access drive into the site will remain in service during construction to provide access to the existing
Western Family Foods building. The existing building will remain in operation until the new building is
completed.
c
C
u)
Sincerely,
HAR'ER RIGHELLIS, INC.
� /) ,
Gary ,p •
z
S_
•
•
•
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n
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n
. CITY OF TIGARD
• 13125 S.W. Hall Blvd.
Tigard, Oregon 97223
REQUIRED FIRE FLOW
WORK SHEET t
TO BE USED WITH FIRE FLOW CALCULATION INSTRUCTIONS
I) Building Name: W n OAP Fire Dept Use Only
FMZ / /
2 ) Address: (Q -. .
�/ Al, e City/Co
3 ) Type of Structure: (Check I Box) Date:
O I FR, U FR
O II One Hour, III One Hour
O IV Heavy Timber, V-One Hour
O II-N, III -N
V -N
4 ) Total Building Square )
USe the largest aggregate floor area of all floors inclusive of mezzanines as defined
by UBC Section 407 floor area. In T)'pes-I and II FR construction onl , the three
largest suave floor areas shall be used. y
5 ) Building Fire Flow (BFF):
from UFC Table A- III-A -I.
(See Fire Flow Calculation
coon dout, pg. 8)
6 )' a Single Occupancy Hazard:
50Z (BFF) X / O (Occupancy Factor) = Required Fire Flow (fill in line 8)
b Multiple Occupancy Hazard:
Occupancy
oce fi - bldg s4 ft = %BA i t
Occupancy
occs bldg sgft = %BA
Occupancy
occ sq ft - bldg sq ft = °SBA
Occupancy
occ sq ft _ bldg sq ft = oBA
7) Occupancy X Factor:
% BA X gpm BFF X
% BA X gpm BFF X (occ fact) = FF i i t
% (occfact)=
BA FF ,
gpm BFF X (occ fact) = FF
%. BA X gpm BFF X (occ fact) =
FF
(Fill in Line 8) TOTAL
•
Page 2
8) Total Required Fire Flow: 5' 0 000
9) Credited Required Fire Flow: (Use only one of lines a, b, or c)
a. Multiply Line 8 by 75% for full fire alarm or
> - Multiply Line 8 by 50% for automatic sprinkler protection
T Z or
c. Multiply Line 8 by 25% for central station supervised automatic sprinkler
protection
10) Available Fire Flow=:
t Round off numbers to nearest whole tt Building Area ttt Fire Flow
Example: Apartment building with garages Type V -N construction, aggregate square
footage 12,000 square feet. Garages 3,500 square feet, apartments 8,500
square feet, BFF = 3,000
Apartment 8,500 occ sq ft = 12,000 bldg sq ft = 71% BA
Garages 3,500 occ sq ft = 12,000 - bldg sq ft = 29% BA
• 71% (BA) X 3,000 gpm (BFF) X 1.0 (occ fac) p. 2,130 gm
•
29% (BA) X 3,000 gpm (BFF) X 1.1 (occ fac) = 957 gpm
Total Required Fire Flow 3087 gym
The required fire flow of this building is greater than 3,000 gpm, therefore, either area
separation walls (see Fire Prevention Ordinance Sec. 22 or Fire Flow Calculation
Instructions, Pg. 3 Sec. 4) complying with UBC Sec. 505(f) would need to be installed or
one of the automatic sprinkler alternates or central station supervised alarm system (see Fire
Prevention Ordinance Sec. 23E or Fire Flow Calculation Instructions, Pg. 7 Sec. 5(e)). One
may also upgrade the type of construction. The same applications are true if required fire
flow is greater than available fire flow.
1.If single occupancy hazard, place answer on Line 8. If multiple
occupancy hazard, skip to line 6b. When multiple occupancy hazards
are housed within a single fire flow area, the building fire flow
shall be factored out to the ratios of floor areas housing various
occupancies. Each portion of the building fire flow for a given
occupancy hazard shall be multiplied by the occupancy factor and
the added together to produce a required fire flow.
2. This information is available from the fire district unless the
building is in a newly developed area or new fire maifis are to be
installed. If the latter is the case, please provide engineered
calculations showing estimated flows for the area.
Western Family Foods
Fire Flow Calculations
Series Pipes -- English Units
Civil Tools for Windows
(06 -09 -1998, 14:16:35)
Flowrate (gpm) = 2500
Diameter Length Friction Minor H -Loss H -Loss Velocity
(in) (ft) Coeff Loss Eric (ft) Minor (ft) (fps)
6 220 0.009 0.5 103.92 6.25 28.37
Equiv Totals Total Losses
8.201 1000 0.01 103.92 + 6.25 = 110.17
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