20080400 Fire Sprinkler Plan Rev 112708TOWNZEN & ASSOCIATES
FI~tE 8 BUILDING CODE SOLUTIONS
November 27, 2008
Mr. Gary Carison
Buiiding Officiai
City of Yelm
P.O. Box 479
Yeim, WA 98597
RE: Fire Sprinkler Plan Review
Tahoma Terra Fairway Apartments
Dear Gary:
The project listed above is approved for release of the permit; with three red line
comments noted on the plans.
Just a not afso, these are revised plans from the ones that were submitted to the city.
If you have any questions, please give me a call.
Sincerely,
Townzen & Associates
~
Les Townzen, CFPS
President
REGE~~'~D
DEC 0 3 20~8
410 11t" AVE SE, SUITE 202 * OLYMPIA, WA 98501 '` TEL: 360-754-2335 " FAX: 360-754-7722
www.townzen-consulting.com
KNIGHT FIItE PROTECTION, INC.
9702 LATHROP INDUSTRIAL DRIVE SW
OLYMPIA, WA 98512-9188
360-786-8606
F~ 360-786-8722
CON"I"RACTOR'S LICENSE NO. # ICNIGHFP044LK
"ON GUARD
24 HOURS A DAY"
TO: ~ a C.~
~ `
WE ARE SENDING YOU:
TRANSMITTAL
/
DATE /
l . ~~ 70B NO. ~ ~
~
ATfENT[ON
REFERENC
•
TI~SE ARE TRAN ITTED AS MARKED BELOW:
or approval ^ For your use ^ As requested ^ For review and comment
REMARKS:
COPY TO SIGNED
IF ENCLOSiJRES ARE NOT AS DESCRIBED, PLE~SE NOTIFY US AT ONCE.
flEC o a 2ooe
-W/LKINS
A ~~,sy, COMPANV
0 0
II C' II
FEATURES
Sizes: ^ 3/4" ^ 1" ^ 1'/4" ^ 1'h" ^ 2"
SPECIFICATION SUBMITTAL SHEET
Model 950XLT
Top Access Double Check Valve Assembly
APPLICATION
Designed for installation on potable water lines to protect
against both backsiphonage and backpressure of polluted
water into the potable water supply. A tethered test cock
cap is provided to protect against fouling caused by insects,
dirt and debris. Assembly shall provide protection where a
potential non-health hazard exists.
Maximum working water pressure 175 PSI STANDARDS COMPLIANCE
Maximum working water temperature 180°F ^ ASSEO Listed 1015 (Vertical flow-up:1'/i' & 2")
Hydrostatic test pressure 350 PSI ^ IAPMOO Listed
End connectionsThreaded ANSI 61.20.1 ~ AWWACompliant
^ CSAO Certified
^ Approved by the Foundation for Cross Connection
Control and Hydraulic Research at the University of
Southern Califomia
OPTIONS
(Suffixes can be combined)
^ L- less ball valves MATERIALS
^ FT - with "Fast Test" testcocks Main valve body Cast Bronze ASTM B 584
^ U- with union ball valves Access covers Cast Bronze ASTM B 584
^ S- with bronze "Y" type strainer Fasteners Stainless Steel, 300 Series
Elastomers Silicone (FDA approved)
Buna Nitrile (FDA approved)
Polymers NoryITM, NSF Listed
Springs Stainless steel, 300 series
ACCESSORIES Test cock cover Plastic
^ Repair kit (rubber only)
^ Thermal expansion tank (Model WXTP)
^ Bronze wye strainer
^ Stainless steel ball valve handles
DIMENSIONS & WEIGHTS (do not include pkg.)
DIMENSION S INCHES WEIGHT LBS
MODEL
SIZE
A A UNION
BALL
VALVES B LESS
BALL
VALVES
C
D
E
F
G LESS
BALL
VALVES WITH
BALL
VALVES
3/4" 13.00 14.30 8.75 2.40 2.30 3.30 0.75 17.60 4.0 8.0
1" 14. 75 15. 50 8. 75 2.50 2.30 3.30 0.75 19. 75 8.0 9.0
1 1/4" 19. 60 21.60 13.75 4.00 3.60 4.40 1.30 24.70 16.0 21.0
1 1/2" 20. 30 22.30 13.75 5.40 3.60 4.40 1.30 25.90 16.0 24.0
2" 2140 23.20 13.75 5.80 3.60 4.40 1.30 28.30 17.0 28.0
Page 1 of 2 oocuMENT BF-950XLT RE7/99 ~
~~~~t~'~:~~
DEC a 3 20~8
a15
~
~10
~
0
J
~ 5
~
~
W O
FLOW CHARACTERISTICS
~ Model 950XLT 1'/4", 1'/z" 8~ 2" (STANDARD)
a ~ 5 1 t~a" 2"
~ 1 1/2"
N10
~
0
J
W 5
~
~
~
N O
W
a ~
~1
Y
~
~
0
w
~
~
~
~
W
~
a
Model 950XLT 32mm, 40mm & 50mm (METRIC)
~12
~n g
~
0
w 6
~
~
~ 3
w
~
~
O Rated Flow
(Established by approval agencies)
TYPICAL INSTALLATION
Local codes shall govern installation requirements. To be
installed in accordance with the manufacturer's instructions
and the latest edition of the Uniform Plumbing Code. Unless
otherwise specified, the assembly shall be mounted at a
minimum of 12" (305mm) and a maximum of 30" (762mm)
above adequate drains with sufficient side clearance for test-
ing and maintenance. The installation shall be made so that
no part of the unit can be submerged.
PROTECTIVE
ENCLOSURE
r----------- ---------------
OUTDOOR INSTALLATION
SPECIFICATIONS
PIT INSTALLATION
The double check type backflow preventer shall be ASSE 1015 Listed, rated to 180°F and supplied with full port ball
valves. The main body and access covers shall be bronze (ASTM B 584), the seat ring and all internal polymers shall
be NSFO Listed NorylT"' and the seat disc elastomers shall be SILICONE. The first and second check shall be
located at a 45° angle and accessible for maintenance from the top of the device, without removing the device from
the line. Each check shall have separate access covers and testcocks shall be accessible from the top of the device.
Testcocks shall be protected from debris by a tethered cap. The double check valve shall be a WILKINS Model
950XLT.
Page 2 of 2
20 40 60 80 a 0 50 100 150 200 250
FLOW RATES (U.S. GPM) O Rated Flow FLOW RATES (U.S. GPM)
(Established by approval agencies)
Model 950XLT 20mm & 25mm (METRIC)
20 20mm 25mm
90
s~
30
~0 1 2 3 4 5
FLOW RATE (Us)
O 32mm 40mm SOmm
0
~
0
~ 0 3 6 9 12 15 18
FLOW RATE (I/s)
WILKINS OPERATION OF ZURN PLUMBING PRODUCTS, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:805/238-5766
IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:905/795-8844 Fax:905/795-8850
DIRECTION OF FLOW ~
DIRECTION OF FLOW ~
x
~ -- - ~_.,. _-- -- - --- ------ - - - --
~.~.~ ,~,`~~ .`~~ a.y~~~~"~ ~ ~ ~
~ U~ FM ULC
' ~ ~~ SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS
STYLE 747P ~
PRESSURE RELIEF OPTION
The Victaulic Style 747P Riser Manifold Assembly is a compact, easy to install device with a
pressure relief, intended for use in zoned wet sprinkler systems. The Riser Manifold Assembly
includes the Manifold Body, a Flow Switch, a Pressure Gauge, and a Style 720P TestMaster Ilr"'
Alarm Test Module with standard ~k" orifice and optional »,3~" orifice. The Style 747P Riser
Manifold Assembly is availabie in sizes from 2- 6"/50 - 150 mm with grooved ends for easy
installation. Note the drain connection on the TestMaster II is threaded. The Riser Manifoltl
Assembly is FM Approved and UL and ULC Listed for working pressures up to 175psi/1206kPa.
DIMENSIONS
,~~~~' ~~'~~~C~~ ~ ~~~ r~ r 3~ ~
~~: ,,-0~~{~~ ~:~ ~~ ~~°~.~ , ~~~,, ~ ,_;
nj,,°~"'Y'`Y s~3r 1 C` `~ .,~-~`~it -~. ~ ~ ~ ~~., t~
~hY •~i ,i,~ "''r ~,~ ,Nd. .,q~.' :c' . i . "~~i° ~..
Z ; 2375 1 Y4 16.00 7.90 10J0 5.19
603 ' 603 42 405 201 272 132
2'; i 2.875 I Ya 16 00 8 10 11 00 5 40
739
_ _._ . _ ~ 73 0
, 42 406 20fi ~79 137
3 3.500 1'/a 16.00 8 40 11.30 5.70
;:", 9 ~ RA 9 42 40fi 213 2ft7 145
4 4 500 2 16 00 890 12 00 6.65
II~t3
_ - - lia 3 50 a05 225 3n5 169
6.625 2 16 00 10 00 13.00 7.66
1053 1683 60 406 254 330 194
Pressure Gauge
Flow Switch
D
- ---- --~-- ~- ~--
Manifold -
Pressure
Relie`Valve
A
JOB/OWNER
System No.
Location
CONTRACTOR
Submitted By
Date
~ ,_. ,.r ..,. , :L`~
838 21.2
213 46
8.38 24.4
213 il0
838 273
z13 124
838 35.1
213 159
838 475
213 21.5
ENGINEER
Spec Sect Para
Approved
Date
www.victaulic.com
VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY ~O 2006 VICTAUUC COMPANY ALL RIGHTS RESERVED. PRINTED IN THE USA _~Ct21UI1C
;~='~_3 i~,~~ ~
rHieivi rcivuiNG
' February 11, 2005
Sprinkler 140 j
~ ~ FREEDOMT"' RESIDENTIAL
~ ~ ~ ~ PENDENT SPRINKLER
SIN VK436 (5.2 K-FACTOR)
1. PRODUCT NAME
Viking FreedomT^^ Residential Pendent
Sprinkler SIN VK436t
• Sprinkler Base Part Number 12166
• Available since 2003
tThe Sprinkler ldentification Number (SIN) is
stamped on the sprinkler deflector.
2. MANUFACTURER
The Viking Corporation
210 N. Industrial Park Road
Hastings, Michigan 49058, USA
Telephone: (269) 945-9501
(877)384-5464
Fax: (269) 945-9599
e-mail: techsvcs@vikingcorp.com
3. TECHNICAL DATA
Glass-bulb fluid temperature rated to
-65 °F (-55 °C).
Rated to 175 psi (1 207 kPa) waterwork-
ing pressure.
Factory tested hydrostatically to 500 psi
(3 448 kPa).
Testing: U.S.A. Patent No. 4,831,870
Thread Size: %" (15 mm) NPT
Nominal K-Factor: 5.2 U.S. (7,5 metric")
' Metric K-Factor shown is for use when pressure is
measured in kPa. When pressure is measured in
BAR, multiply the metric K-Factor shown by 10.0.
Overall Length: 2-1/4" (57 mm)
SPRINKLER MATERIALS
Frame: Brass Castings UNS-C84400
Deflector: Brass UNS-C51000
Bulb: Glass, nominal 3 mm diameter
Bellevilie Spring Sealing Assembly:
Nickel Alloy, coated on both sides
with Teflon Tape
Compression Screw: Brass UNS-C36000
Pip Cap and Insert Assembly: Copper
UNS-C11000 and Stainless Steei
UNS-S30400
4. ACCESSORIES
Sprinkler Cabinets:
A. Six-head capacity: Part No. 01724A
B. Twelve-head capacity: Part No.
01725A
Available since 1971.
Sprinkler Wrenches:
A. Standard wrench: Part Number
10896W/B (available since 2000)
B. Wrench for coated and recessed
sprinklers: Part Number 07398W""
(available since 1990) or Part No.
12144W/B*", available since 2003.
NOTE: Recessed pendent sprin-
klers with protective caps must
use wrench 12144W/B.
**A'/:" ratchet is required (not available from Vi-
king).
Refer to the "Sprinkler Accessories"
section of the Viking Engineering and
Design Data book for information on
sprinkler accessories.
5. INSTALLATION
WARNING: Viking residential sprin-
klers are to be instailed in accor-
dance with the Iatest Viking technical
data, the latest edition of applicable
standards ofthe National Fire Protec-
tion Association and any other similar
Authorities Having Jurisdiction, and
also with provisions of governmental
codes, ordinances, and standards
whenever applicable.
Final approval and acceptance of
all residential sprinkler installa-
tions must be obtained from the
Authorities Having Jurisdiction.
Sprinkler Nominal Sprinkler
Temperature Z
Temperature Rating Maximum Ambient Bulb
Classification
Fusin Point Ceiling Temperature~ Color
Ordina 155 °F 68 °C 100 °F 38 °C Red
Intermediate 175 °F 79 °C 150 °F 65 °C Yellow
S rinkler Finishes: Brass, Chrome-Enlo ~ atents endin , White, and Black
Footnotes
~ Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and
other requirements of the Authority Having Jurisdiction. Refer to specific installation stan-
dards.
2 The sprinkler temperature rating is stamped on the deflector.
Table 1
When using Viking Residential Sprinkler
SIN VK436 for systems designed to
NFPA 13D or NFPA 13R, apply the
listed areas of coverage and minimum
water suppiy requirements shown in the
approval chart on page 140 k.
For c~stemc decjaped to NFPA 13~ The
number of design sprinklers is to be the
four contiguous most hydraulically de-
manding sprinklers. The minimum re-
quired discharge from each of the four
sprinklers is to be the greater of the fol-
lowing:
• The flow rates given in the approval
chart on data page 140 k for NFPA
13D and NFPA13R applications for
each listed maximum area of cover-
age, ~[
• A minimum discharge of 0.1 gpm/sq.
ft. over the "design area" consisting of
the four contiguous most hydraulically
demanding sprinklers forthe coverage
areas being protected by the four
sprinklers. NOTE: The As = S x L
method must be used to determine the
sprinkler protection area of coverage
per NFPA 13.
Refer to the "Viking Residential
Sprinkler Installation Guide" pages
(i-iv) for general care, installation,
and maintenance information.
Note: Units of ineasure in parentheses Repiaces page 140 j-m, dated March 12, 2004 (added NSF Certification). Refer to resi-
may be approximations. dential sprinkler technical data page (i-iv) for general care, installation, and main-
Form No. F_081202 tenance information.
~ February 11, 2005
Sprinkler 140 I
~ FREEDOMT"" RESIDENTIAL
~ ~ ~ ~ ~ PENDENT SPRINKLER
SIN VK436 (5.2 K-FACTOR)
BEAM CEILING GUIDELINES
Viking Residential Pendent Sprinkler SIN VK436 is UL/C-UL Listed for installation in residential occupancies
with beam ceilings (with horizontal ceilings only). Refer to the Approval Chart for sprinkler areas of coverage and hydraulic design.
Sprinkler Location: Locate sprinkiers on the underside of the beams (not in the bays or pockets formed by the beams). Referto Figures 2A and 26
below. The vertical distance from the sprinkler deflector to the bottom of the primary beam must be between 1-1/8 and 1-3/4" (29 to 45 mm). The
horizontal distance from the centerline of the sprinkler to the primary beam cannot be more than 2" (51 mm) (Figure 2A).
NOTE: Consuit with a structural engineer before drilling beams to allow the installation of sprinkler drops. Where drilling is not permitted, sprin-
kler position requirements ailow for the sprinkler drop to be placed adjacent to the primary beam.
Beam Position: Directly attached to the underside of a combustible or non-combustible smooth ceiling of any height.
Beam Size and Shape (Cross section):
• Depth: Maximum 14" (356 mm) for primary beams. Secondary beam depth cannot be greater than the primary beam.
~ Width: Unlimited.
• Beam Shape: Rectangular to circular.
Beam Types: Combustible or non-combustible, solid surface, solid or hollow core. ;
Beam Spacing:
A. For primary beams, the distance from the wall to the center of the nearest primary beam must be at least 3'-4" (1,0 m), and not more than
one-half the listed sprinkler spacing. Note: Sprinklers may not be required to be Iocated in the first beam nearest the watl. Center-to-center
distance between primary beams is to be a maximum of 20'-0" (6,1 m). Refer to Figure 3A.
B. When beam pockets created by the primary beams exceed 20'-0" (6,1 m) in length, secondary beams are required as follows (also refer to
Figure 36):
1. Secondary beam depth must be equal to primary beam depth.
2. Secondary beams must be placed so that the bays formed by the primary beams do not exceed 20'-0" (6,1 m) in length.
C. When primary beam spans do not exceed 20'-0" (6,1 m), secondary beams (not required) may have any distance from wall to nearest
secondary beam and any distance center to center between secondary beams. Refer to Figure 3C.
Lintels: Must be present over doorways exiting the compartment. Lintel height must be at least 8" (203 mm), or at least the depth of the primary
beams, whichever is greater.
Beam and SoffitArrangements: Ifa soffit is installed, beams may be arranged within the soffit. The cross section ofthe soffit may be any size,
provided it does not create an obstruction to water distribution per the obstruction rules of NFPA 13 for residential sprinklers. Where there is a
soffit, beam spacing from the wall is to be measured from the face ofthe soffit ratherthan thewall. Referto Figure 3D. NOTE: The sprinklerarea
of coverage is to be measured from the wall.
Definitions
• Primary beams: The main beams that run primarily in one direction.
• Secondary beams: The beams that run perpendicular to the main beams.
Table 2
G~ ~ /
_.. .. .
1-1/8" (29 mm) Min. ~
1-3/4" (45 mm) Max.
Viking Residential ~ ~ ~ Viking Residential
Pendent Sprinkler Pendent Sprinkler
SIN VK436 Maximum'/: SIN VK436
Beam Width
Plus 2" (50,8 mm)
Figures 2A and 2B: Sprinkler Positioning Under Primary Beams
~ • ~ ` Sprinkler 140 m
February 11, 2005
~ FREEDOMTM RESIDENTIAL
~ ~ ~ ~ ~ PENDENT SPRINKLER
SIN VK436 (5.2 K-FACTOR)
iry
Ceilinc
Prirr
Be~
nary
am
Figure 3A: Primary Beam Spans up to 20'-0" (6,1 m)
All dimensions are measured to wall faces and to centerlines of beams.
A= Distance from wall to nearest primary beam: Minimum 3'-4" (1,0 m).
Maximum: No more than '/z listed sprinkler spacing.
B= Spacing between primary beams: 20'-0" (6,1 m) maximum.
C= Beam depth: 14" (356 mm) maximum.
D= Beam span: 20'-0" (6,1 m) maximum.
Figure 3B: Primary Beam Spans Over 20'-0" (6,1 m)
All dimensions are measured to wall faces and to centerlines of
beams.
A= Distance from wail to nearest primary beam: Minimum 3'-4" (1,0 m).
Maximum: No more than'/~ listed sprinkler spacing.
B= Spacing between primary beams: 20'-0" (6,1 m) maximum.
C= Beam depth: 14" (356 mm) maximum.
D= 20'-0" (6,1 m) maximum spacing for secondary beams that are to
be equal in depth to primary beams and that are required so that
primary beam pockets do not exceed 20'-0" (6,1 m).
°----a~-~ Beam
am
ing
idary
~m
ce of
offt
ttom of
5offit
Figure 3C: Combinations of Primary and Secondary Beams
All dimensionsare measured to wall faces and to centerlines of beams.
A= Distance from wall to nearest primary beam: Minimum 3'-4" (1,0 m).
Maximum: No more than Y~ listed sprinkler spacing.
B= Spacing between primary beams: 20'-0" (6,1 m) maximum.
C= Beam depth: 14" (356 mm) maximum. Note: Secondary beam
depth cannot be greater than the primary beam.
D= Any distance for secondary beams, unless primary beam spans ex-
ceed 20'-0" (6,1 m).
' Referto Figure 3B forprimary beam spans exceeding 20'-0" (6,1 m).
Figure 3D: Beam and Soffit Arrangements
D= Dimensions shown in Figures 3A, 36, and 3C, except mea-
surements are taken from the face of the soffit instead of
from the wall surFace.
NOTE: The sprinkier area of coverage is to be measured from
the wail.
Replaces page 140 j-m, dated March 12, 2004 (added NSF Certification). Refer to residential sprinkler Form No. F_081202
technical data page (i-iv) for general care, installation, and maintenance information.
~ ,
Knight Fire Protecti
Tahoma Terra Fain
~J~ 5~~
~--~, -' -~/~
1 st Floor~
`..._..._--'
HYDRAULIC DESIGN INFORMATION SHEET
Name - Tahoma Terra Fairway Date - 11-06-08
Location - Yelm, Washington
Building - System No. -
Contractor - Rainer General Development Contract No. - 08-109
Calculated By - S. Neely Drawing No. - Sheet 1 of 2
Construction: () Combustible () Non-Combustible Ceiling Height 9'-0"
OCCDPANCY -
S Type of Calculation: ()NFPA 13 Residential (X)NFPA 13R ()NFPA 13D
Y Number of Sprinklers Flowing: ( )1 ( )2 (X)4 ( )
S ( )Other
T ()Specific Ruling Made by Date
E
M -- - ------- _ - - _ _
Listed Flow at Start Point -- - - _ _
- 17 Gpm _ -
- - _ _
System Type
Listed Pres. at Start Point - 10.7 Psi (X) Wet () Dry
D MAXIMUM LISTED SPACING 18 x 18 () Deluge () PreAction
E Domestic Flow Added - Gpm Sprinkler or Nozzle
S Additional Flow Added - Gpm Make VK436 Model Viking
I Elevation at Highest Outlet - 9'-0"Feet Size 1/2" K-Factor 5.2
G Note: Temperature Rating 155
N
Calculation Gpm Required 66.95 Psi Required 42.27
Summary C-Factor Used: Overhead 150
-- _ _
W Water Flow Test: Pump Data:
A Date of Test - Rated Cap.
T Time of Test - @ Psi
E Static (Psi) - 57 Elev.
R Residual (Psi) - 53 Other
Flow (Gpm) - 1160
S Elevation - 0
_ - -_ _ _
P Location:
P
L Source of Information: City Of Yelm
Y
At Test
Underground 150
Tank or Reservoir:
Cap.
Elev.
Well
Proof Flow Gpm
_ _ - _ -
RECCO~~.D
SCf~NNE~ ~EC 0 3 2008
_ 1 Zc~-E ~8
Page 1
'~ut~ 11-06-08
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Pressure / Flow Summary - STANDARD
, Knight Fire Protection Inc. Page 4
Tahoma Terra Fai!:vay-~st Fleor Dat€ 1~-06-08
Node Elevation K-Fact Pt Pn Flow Density Area Press
No.
__ __
_ Actual Actual
_ _ Req.
D1 8.5 5.2 7.2 na 13.95 0.052 256 7.2
D2 8.5 5.2 10.7 na 17.01 0.052 324 10.7
D3 8.5 5.2 7.2 na 13.95 0.052 256 7.2
D4 8.5 5.2 10.7 na 17.01 0.052 324 10.7
1 9.0 K=K@H2 14.76 na 17.01
2 9.0 K= K@ H4 15.36 na 17.28
4 9.0 K= K@ H1 15.44 na 16.42
5 9.0 K= K@ H3 15.72 na 16.23
3 9.0 18.22 na
6 9.0 18.67 na
11 9.0 29.14 na
12 9.0 29.74 na
13 9.0 29.78 na
14 9.0 30.05 na
15 1.0 40.35 na
16 -3.0 42.22 na
17 -3.0 42.27 na
TEST -3.0 42.27 na
The maximum velocity is 11.56 and it occurs in the pipe between nodes 2 and 3
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
' Fin.al~Calculations - Hazen-Williams
, Knight Fire Protection Inc. Page 5
T~hnrp~ Tarr~ Fairw~v-1st ~~nnr Date 11-06-08
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv *****~* Notes **'"`~"
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
D1 13.95 1.101 1 N 7.0 0.500 7.200 K Factor = 5.20
to 150.0 0.0 7.000 3.681
H1 13.95 0.0351 0.0 7.500 0.263 Vel = 4.70
___ __ ___
0.0
13.95 11.144 K Factor = 4.18
D2 17.01 1.101 1 N 7.0 0.500 10.700 K Factor - 5.20
to 150.0 0.0 7.000 3.681
H2 17.01 0.0505 0.0 7.500 0.379
_ _ Vel = 5.73
__ . _
0.0
17.01 14.760 K Factor = 4.43
---- _ _ _ _ _
D3 13.95 1.101 1 N 7.0 4.500 7.200 K Factor = 5.20
to 150.0 1 T 9.563 16. 562 3.681
H3 13.95 0.0350 0.0 21.062 0.737 Vel = 4.70
- _ ___
0.0
~i 3.y5 i 1.6 i 8 K r=actor = 4.G9
D4 17.01 1.101 1 T 9.563 0.500 10.700 K Factor = 5.20
to 150.0 0.0 9.562 3.681
H4 17.01 0.0505 0.0 10.062 0.508 Vel = 5.73
__ _
0.0
17.01 14.889 K Factor = 4.41
1 17.01 1.101 0.0 12.000 14.760 K Factor @ node H2
to 150.0 0.0 0.0 0.0
2 17.01 0.0504 0.0 12.000 0.605 Vel = 5.73
__ -_ __--
2 17.28 1.101 10 5.0 10.500 15.365 K Factor @ node H4
to 150.0 0.0 5.000 0.0
3 34.29 0.1845 0.0 15.500 2.859 Vel = 11.56
_ _ _
0.0
34.29 18.224 K Factor = 8.03
4 16.42 1.101 0.0 6.000 15.441 K Factor @ node H1
to 150.0 0.0 0.0 0.0
5 16.42 0.0473 0.0 6.000 0.284
_ Vel = 5.53
__ _--
5 16.24 1.101 1 O 5.0 12.500 15.725 K Factor @ node H3
to 150.0 0.0 5.000 0.0
6 32.66 0.1686 0.0 17.500 2.950 Vel = 11.01
_ __
0.0
32.66 18.675 K Factor = 7.56
_ __
3 34.29 1.598 0.0 15.000 18.224
to 150.0 0.0 0.0 0.0
6 34.29 0.0301
_ __
__ _ 0.0 15.000 0.451 Vel = 5.49
_ __ _
6 32.66 1.598 1 N 9.0 92.000 18.675
to 150.0 0.0 9.000 0.0
11
----- - 66.95 0.1036 0.0 101.000 10.468 Vei = 10.71
_ _
_ _ - _ __
11 0.0 2.003 1 N 11.0 6.250 29.143
to 150.0 0.0 11.000 0.0
12 66.95 0.0345 0.0 17.250 0.595 Vel = 6.82
12 0.0 2.003 0.0 1.250 29.738
to 150.0 0.0 0.0 0.0
13 66.95 0.0344 0.0 1.250 0.043 Vel = 6.82
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final~Calculations - Hazen-Williams
~ Knight Fire Protection Inc. Page 6
iBhOiila Teii"a ~ai~vay-1st ~locr Date 11-06-08
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv *~"""`* Notes ~""`*'`
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
3
.0 _
2.209 ---- -_
1 E
.
6.91
_ _ _ _ _
1.500
9.781
-__
to 120.0 0.0 6.910 0.0
14
_ _ _ _ 66.95 0.0323 0.0 8.410 0.272 Vel = 5.60
0.0
66.95 30.053 K Factor = 12.21
14 66.95 2.209 1 N 11.0 8.000 30.053
to 120.0 1Zik 0.0 11.000 9.680 * Fixed loss = 6.215
15
__ ___ _ 66.95 0.0324
_ __ 0.0 19.000 0.615 Vel = 5.60
0.0
66.95
-- - _
__ 40.348 K Factor = 10.54
15 66.95 2.003 0.0 4.000 40.348
to 150.0 0.0 0.0 1.732
16 66.95 0.0345
__
_ 0.0
__ 4.000 0.138
_ __ _ _ Vel = 6.82
_ _ _ _ __
16 0.0 4.1 0.0 45.000 42.218
to 140.0 0.0 0.0 0.0
17 66.95 0.0012 0.0 45.000 0.054 Vel = 1.63
17 0.0 8.27 1 G 6.326 30.000 42.272
to 140.0 0.0 6.326 0.0
TEST 66.95 0.0 0.0
___ 36.326 0.001
_ Vel = 0.40
_
__ __ __
0.0
66.95 42.273 K Factor = 10.30
__
Computer Programs by Hydratec inc. Route 111 Windham N.H. USA 03087
~
~ ~ ,rw.._ __ ~~-_ ,/ l'~~l15-~-.i'
Knight Fire Protection c. /~/~~
Tahoma Terra Fairw_ -~nd Flo~r lJpper Corner '~
Page 1
nute ? ? =06-08
A[JLIC DESIGN INFC
Name - Tahoma Terra Fairway Date - 11-06-08
Location - Yelm, Washington
Building - System No. -
Contractor - Rainer General Development Contract No. - 08-109
Calculated By - S. Neely Drawing No. - Sheet 2 of 2
Construction: O Combustible O Non-Combustible Ceiling Height 9'-0"
OCCUPANCY -
S Type of Calculation: ()NFPA 13 Residential (X)NFPA 13R ()NFPA 13D
Y Number of Sprinklers Flowing: ( )1 ( )2 (X)4 ( )
S ( )Other
T ()Specific Ruling Made by Date
E
_ ----- -_ _--- _ _ _ _ _ _ _._ __ _ _ __ _
M Listed Flow at Start Point - 17 Gpm System Type
Listed Pres. at Start Point - 10.7 Psi (X) Wet () Dry
D MAXIMUM LISTED SPACING 18 x 18 () Deluge () PreAction
E Domestic Flow Added - Gpm Sprinkler or Nozzle
S Additional Flow Added - Gpm Make VK436 Model Viking
I Elevation at Highest Outlet - 19'-0"Feet Size 1/2" K-Factor 5.2
G Note: Temperature Rating 155
N
Calculation Gpm Required 56.48 Psi Required 45.39
Summary C-Factor Used: Overhead 150
W Water F low Test: Pump Data:
A Date of Test - Rated Cap.
T Time of Test - @ Psi
E Static (Psi) - 57 Elev.
R Residua l (Psi) - 53 Other
Flow (Gpm) - 1160
S Elevation - 0
-- ------- _ _ __-- -- - - - -
_------_ _ _
P Location:
P
L Source of Information: City Of Yelm
Y
At Test
Underqround 150
Tank or Reservoir:
Cap.
Elev.
Well
Proof Flow Gpm
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' Pressure / Flow Summary - STANDARD
: Knight Fire Protection Inc.
Tahoma Terra Fairw.ay-2nd Ff~or ~.~~rer r~rr,er
Page 4
~ate ~ 1-06-08
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actuai Actual Req.
D1 18.5 5.2 7.2 na 13.95 0.052 256 7.2
D2 18.5 5.2 7.2 na 13.95 0.052 256 7.2
D3 18.5 5.2 7.2 na 13.95 0.052 256 7.2
D4 18.5 5.2 7.2 na 13.95 0.052 256 7.2
1 19.0 K= K@ H2 15.95 na 14.17
2 19.0 K= K@ H4 16.36 na 14.3
4 19.0 K= K@ H1 15.69 na 14.05
5 19.0 K= K@ H3 15.95 na 13.95
3 19.0 19.86 na
6 19.0 20.13 na
9 19.0 27.17 na
10 9.0 32.03 na
11 9.0 32.67 na
12 9.0 33.11 na
13 9.0 33.14 na
14 9.0 33.34 na
15 1.0 43.51 na
16 -3.0 45.35 na
17 -3.0 45.38 na
TEST -3.0 45.39 na
The maximum velocity is 9.59 and it occurs in the pipe between nodes 2 and 3
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
' Final Calculations - Hazen-Williams
,` Knight Fire Protection Inc. Page 5
Tahoma Terra Fairway-2nd Fioor Upper Corner Date 1 ~-06-08
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes "*"""*
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
D1 13.95 1.101 1 N 7.0 0.500 7.200 K Factor = 5.20
to 150.0 0.0 7.000 8.012
H1 13.95 0.0349
_ -- --
_ _ _ __ 0.0
_ _ __- 7.500
- 0.262
_ -- -- - _ Vel = 4.70
_ _ __
0.0 - _ __ _ _
13.95
__
_
_ 15.474 K Factor = 3.55
_ _ _
D2
13.95
1.101
1 N
7.0
0.500
7.200 ___ _ _
K Factor = 5.20
to 150.0 0.0 7.000 8.012
H2 13.95 0.0349
__ 0.0
-_ _ 7.500 0.262 Vel = 4.70
_ _ _ _ _
0.0 .
13.95
_ _ _ _
_ 15.474 K Factor = 3.55
__ ___
D3
13.95
1.101
1 N
7.0
4.500
7.200 _ __
K Factor = 5.20
to 150.0 1 T 9.563 16.562 8.012
H3 13.95 0.0350 0.0
_ 21.062 0.737
_ Vel = 4.70
_ _ _ _
0.0 _ _ __
i 3.9b
_ _
__ ~ 5. y4y K Factor = 3.49
D4 13.95 1.101 1 T 9.563 0.500 7.200 K Factor = 5.20
to 150.0 0.0 9.562 8.012
H4 _ __ __ 13.95 0.0350
_ __ 0.0
__ __ 10.062
_ 0.352
_ _ _ Vel = 4.70
_ __ _ _ _
0.0 _ __ _- -
13.95 15.564
__ K Factor = 3.54
_ _ -- _
1
14.17
1.101
0.0
11.250
15.954 _
K Factor @ node H2
to 150.0 0.0 0.0 0.0
2 14.17
_ - - 0.0359
- -- - _-- - -- 0.0
_ _ 11.250 0.404 Vel = 4.78
2 14.30 1.101 10 5.0 21.750 16.358 K Factor @ node H4
to 150.0 0.0 5.000 0.0
3 28.47 0.1308 0.0 26.750 3.499 Vel = 9.59
0.0 _
_ 28.47
- __ _ 19.857 K Factor = 6.39
_
4 14.05 1.101 0.0 7.250 15.692 K Factor @ node H1
to 150.0 0.0 0.0 0.0
5 14.05 0.0354
____
_ - 0.0
- 7.250
_ 0.257 Vel = 4.73
5 13.95 1.101 10 5.0 28.000 15.949 K Factor @ node H3
to 150.0 0.0 5.000 0.0
6 28.0 0.1268
_ _ _ 0.0
__ _ 33.000
_ _ 4.185
_ _ Vel = 9.44
0.0 _
28.00
- ----
--_
--_-
__ _ _ 20.134
-__ __ ___ K Factor = 6.24
_ __
3 28.47 1.598 0.0 13.000 19.857
to 150.0 0.0 0.0 0.0
6 28.47 0.0213
_
_ 0.0 13.000 0.277
_ Vel = 4.55
_ _ _ _
6
28.01
1.598
1 N
9.0
84.000
20.134 __ __
to 150.0 0.0 9.000 0.0
9_ __ 56.48 0.0757 0.0 93.000 7.037 Vel = 9.04
9 0.0 2.003 1 N 11.0 10.000 27.171
to 150.0 0.0 11.000 4.331
10 56.48 0.0252
_ _ __ _ 0.0
_ __ 21.000
_ 0.529
_ Vel = 5.75
_ ---
10 0.0 2.003 1 N 11.0 14.500 32.031
to 150.0 0.0 11.000 0.0
11 56.48 0.0252 0.0 25.500 0.642 Vel = 5.75
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
' Final Calculations - Hazen-Williams
~' Knight Fire Protection Inc.
?ah~ma Terra Fairway-2nd Floor ~!~per Gorner
Page 6
Date ~ 1-06-08
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv *"**"* Notes "`"**"*
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
11
0.0
2.003
1 N _ __
11.0 __ -
6.250 - ---- - -
32.673 - _ _ _
_ _ ___ _ _ -----_ - -
to 150.0 0.0 11.000 0.0
12 56.48 0.0252 0.0
- 17.250
- 0.434 Vel = 5.75
_ _ _ - __
12 0.0 2.003 0.0 1.250 33.107
to 150.0 0.0 0.0 0.0
13 56.48 0.0256 0.0 1.250 0.032 Vel = 5.75
13 0.0 2.209 1 E 6.91 1.500 33.139
to 120.0 0.0 6.910 0.0
14 56.48 0.0237 0.0 8.410 0.199
_ _ ___ ___ Vel = 4.73
__ -- - - ___
-_ _
0.0
56.48 33.338 K Factor = 9.78
14 56.48 2.209 1 N 11.0 8.000 33.338
to 120.0 1Zik 0.0 11.000 9.726 '` Fixed loss = 6.261
15 56.48 0.0236 0.0 19.000 0.448 Vel = 4.73
__
0. 0
56.48 43.512 K Factor = 8.56
15 56.48 2.003 0.0 4.000 43.512
to 150.0 0.0 0.0 1.732
16 56.48 0.0255 0.0 4.000 0.102 Vel = 5.75
16 0.0 4.1 0.0 45.000 45.346
to 140.0 0.0 0.0 0.0
17 56.48 0.0009 0.0 45.000 0.039
- Vel = 1.37
..
17 0.0 8.27 1 G 6.326 30.000 45.385
to 140.0 0.0 6.326 0.0
TEST 56.48 0.0 0.0 36.326 0.001
-- _ _ Vel = 0.34
_ - --- ----_ --
0.0
56.48 45.386 K Factor = 8.38
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
~r;
"ON GUARD
24 HOURS A DAY"
KNIGHT FIRE PROTECTION, INC.
9702 Lathrop Industrial Dr. SW
OLYMPIA, WA 98512
(360) 786-8606
FAX 786-8722
desi n~na,knightfire.net
LICENSE NO. KNIGHFP044LK
HYDRAULIC CALCULATIONS
FOR
TAHOMA TERRA FAIRWAY
Yelm, Washington
Contract No. 08-109
FIRST FLOOR
SECOND FLOOR UPPER CORNER
SECOND FLOOR LOWER CORNER
Certificate of Competancy Stamp
For Entire Set of Calculations.
SCANNEn
"QUALITY IS REMEMBERED... LONG AFTER PRICE IS FORGOTTEN!" I( ~ J LJ~--~
C:~Documents and SeuingsUiick@dy Documents\Templates & Formskalccoversheet.doc
s ~+#
Kriight Fire Protection Inc. Page 1
Tahoma Terra Fairway-1st Floor Date 11-06-08
HYDRADLIC DESIGN INFORMATION SHEET
Name - Tahoma Terra Fairway Date - 11-06-08
Location - Yelm, Washington
Building - System No. -
Contractor - Rainer General Development Contract No. - 08-109
Calculated By - S. Neely Drawing No. - Sheet 1 of 2
Construction: () Combustible () Non-Combustible Ceiling Height 9'-0"
OCCUPANCY -
S Type of Calculation: ()NFPA 13 Residential (X)NFPA 13R ()NFPA 13D
Y Number of Sprinklers Flowing: ( )1 ( )2 (X)4 ( )
S ( )Other
T ()Specific Ruling Made by Date
E
- ------ - - - - _ - --- -- - - _ _ . _ _ _ _ _ _ _ __ _ _ _
M Listed Flow at Start Point - 17 Gpm System Type
Listed Pres. at Start Point - 10.7 Psi (X) Wet () Dry
D MAXIMUM LISTED SPACING 18 x 18 O Deluge O PreAction
E Domestic Flow Added - Gpm Sprinkler or No2zle
S Additional Flow Added - Gpm Make VK436 Model Viking
I Elevation at Highest Outlet - 9'-0"Feet Size 1/2" K-Factor 5.2
G Note: Temperature Rating 155
N
Calculation Gpm Required 66.68 Psi Required 35.02 At Test
Summary C-Factor Used: Overhead 150 Underground 150
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of 'Pest - Rated Cap. Cap.
T Time of Test - @ Psi Elev.
E Static (Psi) - 57 Elev.
R Residual (Psi) - 53 Other Well
Flow (Gpm) - 1160 Proof F1ow Gpm
S Elevation - 0
P Location:
P
L Source of Information: City Of Yelm
Y
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~ Pressure / Flow Summary - STANDARD
Knight Fire Protection Inc. Page 4
Tahoma Terra Fairway-1st Floor Date 11-06-08
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
D1 8.5 5.2 7.2 na 13.95 0.052 256 7.2
D2 8.5 5.2 10.7 na 17.01 0.052 324 10.7
D3 8.5 5.2 7.2 na 13.95 0.052 256 7.2
D4 8.5 5.2 10.7 na 17.01 0.052 324 10.7
1 9.0 K= K@ H2 14.76 na 17.01
2 9.0 K= K@ H4 15.36 na 17.28
4 9.0 K=K@H1 15.19 na 16.29
5 9.0 K= K@ H3 15.47 na 16.1
3 9.0 18.22 na
6 9.0 18.37 na
11 9.0 21.9 na
12 9.0 22.49 na
13 9.0 22.53 na
14 9.0 22.8 na
15 1.0 33.09 na
16 -3.0 34.96 na
17 -3.0 35.02 na
TEST -3.0 35.02 na
The maximum velocity is 11.56 and it occurs in the pipe between nodes 2 and 3
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
' Finai ~alculations - Hazen-Williams
Knight Fire Protection Inc. Page 5
Tahoma Terra Fairway-1st Floor Date 11-06-08
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv "***""~ Notes """***
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
D1 13.95 1.101 1 N 7.0 0.500 7.200 K Factor = 5.20
to 150.0 0.0 7.000 3.681
H1 13.95 0.0351 0.0 7.500 0.263 Vel = 4.70
0.0
13.95
--
__
_
_ 11.144
__ K Factor = 4.18
--
D2 17.01 1.101 1 N 7.0 0.500 10.700 K Factor = 5.20
to 150.0 0.0 7.000 3.681
H2
-- - 17.01 0.0505 0.0 7.500 0.379 Vel = 5.73
0.0
17.01
- ___
_ ___ _ _ _ __
___
-- _ _
_ 14.760 K Factor = 4.43
-
D3 -
13.95 1.101 1 N 7.0 4.500 7.200 K Factor = 5.20
to 150.0 1 T 9.563 16.562 3.681
H3 13.95 0.0350 0.0 21.062 0.737 Vel = 4.70
0.0
_ 13.95
-- _
_ _ __
_ 11.618 K Factor = 4.09
__ _
D4 17.01 1.101 1 T 9.563 0.500 10.700 K Factor = 5.20
to 150.0 0.0 9.562 3.681
H4 17.01 0.0505 0.0 10.062 0.508 Vel = 5.73
0.0
17.01
--
- __ -
-- _ __
- -
_ _ 14.889
__ _ K Factor = 4.41
_
1 17.01 1.101 0.0 12.000 14.760 K Factor @ node H2
to 150.0 0.0 0.0 0.0
2 17.01
__ 0.0504
___ 0.0
___ 12.000 0.605
_ Vel = 5.73
_ _ - _- -
2 17.28 1.101 1 O 5.0 10.500 15.365 K Factor @ node H4
to 150.0 0.0 5.000 0.0
3 34.29 0.1845 0.0 15.500 2.859 Vel = 11.56
0.0
34.29
___
___ _
__ 18.224
_ _. K Factor = 8.03
_ _ -
4 _
16.29 1.101 0.0 6.000 15.189 K Factor @ node H1
to 150.0 0.0 0.0 0.0
5
- 16.29
- _ 0.0467
__ _ _ - - -
- _ 0.0
_ __ 6.000 0.280 Vel = 5.49
- - - _ - ___
5 16.10 1.101 1 O 5.0 12.500 15.469 K Factor @ node H3
to 150.0 0.0 5.000 0.0
6
- 32.39
- 0.1660 0.0 17.500 2.905 Vel = 10.92
0.0
-- _ 32.39
_
---
___ _ 18.374 K Factor = 7.56
-
3 34.29 2.003 0.0 15.000 18.224
to 150.0 0.0 0.0 0.0
6
_ __ _ 34.29
_ _ 0.0100
_ __ 0.0
___ _ _ _. 15.000 0.150 Vel = 3.49
6 32.39 2.003 1 N 11.0 92.000 18.374
to 150.0 0.0 11.000 0.0
11
--- 66.68 0.0342
----- --
_ _ - 0.0
- 103.000 3.527 Vel = 6.79
11 0.0 2.003 1 N 11.0 6.250 21.901
to 150.0 0.0 11.000 0.0
12
---- _ 66.68
__ _ _ _ _ 0.0343
_ 0.0
_ 17.250 0.591 Vel = 6.79
12 0.0 2.003 0.0 1.250 22.492
to 150.0 0.0 0.0 0.0
13 66.68 0.0336 0.0 1.250 0.042 Vel = 6.79
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fina~ ~a~culations - Hazen-Williams
K"hight Fire Protection Inc. Page 6
Tahoma Terra Fairway-1st Floor Date 11-06-08
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv `****** Notes """"'`
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
13
0.0
2.209
1 E
6.91
1.500 --- _
22.534 _ __ _ _
to 120.0 0.0 6.910 0.0
14 66.68 0.0321 0.0 8.410 0.270
_ _ Vel = 5.58
_ __ _ __ _
OA
66.68
. 22.804 K Factor = 13.96
.. . .
14 66.68 2.209 1 N 11.0 8.000 22.804
to 120.0 1Zik 0.0 11.000 9.680 * Fixed loss = 6.215
15 66.68 0.0321 0.0 19.000 0.610
_ _- - -_ _ Vel = 5.58
_ -- --- - - _ _ _
0.0
66.68 33.094
_ _----- _ K Factor = 11.59
_ ___ _ _ _ _ ___ - -
15 66.68 2.003 0.0 4.000 33.094
to 150.0 0.0 0.0 1.732
16 66.68 0.0345 0.0 4.000 0.138 Vel = 6.79
16 0.0 4.1 0.0 45.000 34.964
to 140.0 0.0 0.0 0.0
17 66.68 0.0012 0.0 45.000 0.053 Vel = 1.62
17 0.0 8.27 1 G 6.326 30.000 35.017
to 140.0 0.0 6.326 0.0
TEST 66.68 0.0001 0.0 36.326 0.002 Vel = 0.40
__ __ _ _ _ _ _
0.0
66.68 35.019 K Factor = 11.27
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Y
Knight ~ire Protection Inc.
Tahoma Terra Fairway-2nd Floor Upper Corner
Page 1
Date 11-06-08
HYDRAULIC DESIGN INFORMATION SHEET
Name - Tahoma Terra Fairway Date - 11-06-08
Location - Yelm, Washington
Building - System No. -
Contractor - Rainer General Development Contract No. - 08-109
Calculated By - S. Neely Drawing No. - Sheet 2 of 2
Construction: () Combustible () Non-Combustible Ceiling Height 9'-0"
OCCUPANCY -
S Type of Calculation: ()NFPA 13 Residential (X)NFPA 13R ()NFPA 13D
Y Number of Sprinklers Flowing: ( )1 ( )2 (X)4 ( )
S ( )Other
T ()Specific Ruling Made by Date
E
_ _ - - - - -- --- _ __ -- - ----_ -- -- -
M Listed Flow at Start Point - 17 Gpm System Type
Listed Pres. at Start Point - 10.7 Psi (X) Wet () Dry
D MAXIMUM LISTED SPACING 18 x 18 () Deluge () PreAction
E Domestic Flow Added - Gpm Sprinkler or Nozzle
S Additional Flow Added - Gpm Make VK436 Model Viking
I Elevation at Highest Outlet - 19'-0"Feet Size 1/2" K-Factor 5.2
G Note: Temperature Rating 155
N
Calculation Gpm Required 56.61 Psi Required 40.76
Summary C-Fa ctor Used: Overhead 150
W Water Flow Tes t: Pump Data:
A Date of Test - Rated Cap.
T Time of Test - @ Psi
E Static (Psi) - 57 Elev.
R Residual (Psi) - 53 Other
Flow (Gpm) - 1160
S Elevation - 0
At Test
Underground 150
Tank or Reservoir:
Cap.
Elev.
Well
Proof Flow Gpm
P Location:
P
L Source of Information: City Of Yelm
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~ Pressure / Flow Summary - STANDARD
Knight Fire Protection Inc. Page 4
Tahoma Terra Fairway-2nd Floor Upper Corner Date 11-06-08
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
D1 18.5 5.2 7.2 na 13.95 0.052 256 7.2
D2 18.5 5.2 7.2 na 13.95 0.052 256 7.2
D3 18.5 5.2 7.2 na 13.95 0.052 256 7.2
D4 18.5 5.2 7.2 na 13.95 0.052 256 7.2
1 19.0 K= K@ H2 16.1 na 14.23
2 19.0 K= K@ H4 16.51 na 14.37
4 19.0 K= K@ H1 15.69 na 14.05
5 19.0 K= K@ H3 15.95 na 13.95
3 19.0 20.04 na
6 19.0 20.13 na
9 19.0 22.54 na
10 9.0 27.4 na
11 9.0 28.04 na
12 9.0 28.48 na
13 9.0 28.51 na
14 9.0 28.71 na
15 1.0 38.88 na
16 -3.0 40.72 na
17 -3.0 40.76 na
TEST -3.0 40.76 na
The maximum velocity is 9.64 and it occurs in the pipe between nodes 2 and 3
Computer Programs by Hydratec inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Knight Fire Protection Inc. Page 5
Tahoma Terra Fairway-2nd Floor Upper Corner Date 11-06-08
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv *"`*""** Notes "*""""
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
D1 13.95 1.101 1 N 7.0 0.500 7.200 K Factor = 5.20
to 150.0 0.0 7.000 8.012
H1 13.95 0.0349 0.0 7.500 0.262 Vel = 4.70
0.0
13.95 15.474 K Factor = 3.55
D2 13.95 1.101 1 N 7.0 0.500 7.200 K Factor = 5.20
to 150.0 0.0 7.000 8.012
H2 13.95 0.0349 0.0 7.500
_ 0.262
__ _ __ Vel = 4.70
_ _ _ _ _ _-----
0.0
13.95 15.474
_ _--- __-- K Factor = 3.55
_ __ - - - _ _ _ _ _ _
D3 13.95 1.101 1 N 7.0 4.500 7.200 K Factor - 5.20
to 150.0 1 T 9.563 16.562 8.012
H3 13.95 0.0350 0.0 21.062 0.737 Vel = 4.70
_ _ - ._ ___ - --
0.0
13.95 15.949
_ K Factor = 3.49
_ - _ --- - - _
D4 13.95 1.101 1 T 9.563 0.500 7.200 K Factor = 5.20
to 150.0 0.0 9.562 8.012
H4 13.95 0.0350 0.0 10.062 0.352
_ Vel = 4.70
_ _ _
0.0
13.95 15.564 K Factor = 3.54
- ___ _
1 14.23 1.101 0.0 11.250 16.104 K Factor @ node H2
to 150.0 0.0 0.0 0.0
2 14.23 0.0363 0.0 11.250 0.408
- Vel = 4.80
- _ - __ _ __ _ _ _
2 14.38 1.101 1 O 5.0 21.750 16.512 K Factor @ node H4
to 150.0 0.0 5.000 0.0
3 28.61 0.1319 0.0 26.750 3.529
_ Vel = 9.64
_ -_ _ .
0.0
28.61 20.041 K Factor = 6.39
_ _ _ - __ ---_ _ _ - -
4 14.05 1.101 0.0 7.250 15.692 K Factor @ node H1
to 150.0 0.0 0.0 0.0
5 14.05 0.0354 0.0 7.250 0.257
__ Vel = 4.73
_---- -_ _ _ _ ---- __
5 13.95 1.101 1 O 5.0 28.000 15.949 K Factor @ node H3
to 150.0 0.0 5.000 0.0
6
_ 28.0
.
- 0.1268 0.0 33.000 4.185
_ _ _ Vel = 9.44
- _ _ _
0.0
28.00 20.134 K Factor = 6.24
3 28.61 2.003 0.0 13.000 20.041
to 150.0 0.0 0.0 0.0
6 28.61 0.0072 0.0 13.000 0.093 Vel = 2.91
_ -- __ _ -- - - -
6 28.00 2.003 1 N 11.0 84.000 20.134
to 150.0 0.0 11.000 0.0
9 56.61 0.0253 0.0 95.000 2.403
_ Vel = 5.76
___ _ . _ _ _-
9 0.0 2.003 1 N 11.0 10.000 22.537
to 150.0 0.0 11.000 4.331
10 56.61 0.0253 0.0 21.000 0.531
_ Vel = 5.76
__ _
10 0.0 2.003 1 N 11.0 14.500 27.399
to 150.0 0.0 11.000 0.0
11 56.61 0.0253 0.0 25.500 0.645 Vel = 5.76
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
Kr:ight Fire Protection Inc.
Tahoma Terra Fairway-2nd Floor Upper Corner
Page 6
Date 11-06-08
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "G" or Ftng's Pe Pv '*~~~** Notes ''***'`*
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
11
0.0
2.003
1 N
11.0
6.250 _ ___ _ _
28.044 __ _ _ - _ __ _
to 150.0 0.0 11.000 0.0
12 56.61 0.0253 0.0 17.250 0.436
_ Vel = 5.76
_ __ _ _ _ _ _ ---
12 0.0 2.003 0.0 1.250 28.480
to 150.0 0.0 0.0 0.0
13 56.61 0.0256 0.0 1.250 0.032 Vel = 5.76
13 0.0 2.209 1 E 6.91 1.500 28.512
to 120.0 0.0 6.910 0.0
14 56.61 0.0238 0.0 8.410 0.200 Vel = 4.74
---- - __ _ -- ---
0.0
56.61 28.712
_ -- _ K Factor = 10.56
_ - -_ _ __ _--
14 56.61 2.209 1 N 11.0 8.000 28.712
to 120.0 1Zik 0.0 11.000 9.720 * Fixed loss = 6.255
15 56.61 0.0237 0.0 19.000 0.450 Vel = 4.74
_ _
0.0
56.61 38.882 K Factor = 9.08
_ - -_ _ _ __ _ _---
15 56.61 2.003 0.0 4.000 38.882
to 150.0 0.0 0.0 1.732
16 56.61 0.0255 0.0 4.000 0.102 Vel = 5.76
16 0.0 4.1 0.0 45.000 40.716
to 140.0 0.0 0.0 0.0
17 56.61 0.0009 0.0 45.000 0.039
_ Vel = 1.38
- ___ _ __
17 0.0 8.27 1 G 6.326 30.000 40.755
to 140.0 0.0 6.326 0.0
TEST 56.61 0.0 0.0 36.326 0.001 Vel = 0.34
_ _ _
0.0
56.61 40.756 K Factor = 8.87
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
, ~~ . .
Knight Fire Protection Inc.
Tahoma Terra Fairway-2nd Floor Lower Corner
Page 1
Date 11-06-08
HYDRAULIC DESIGN INFORMATION SHEET
Name - Tahoma Terra Fairway Date - 11-06-08
Location - Yelm, Washington
Building - System No. -
Contractor - Rainer General Development Contract No. - 08-109
Calculated By - S. Neely Drawing No. - Sheet 2 of 2
Construction: O Combustible O Non-Combustible Ceiling Height 9'-0"
OCCUPANCY -
S Type of Calculation: ()NFPA 13 Residential (X)NFPA 13R ()NFPA 13D
Y Number of Sprinklers Flowing: ( )1 ( )2 (X)4 ( )
S ( )Other
T ()Specific Ruling Mad e by Date
E
__ __ _ _
_ _ _ - - - ---___ _._.
M Listed Flow at Start Point - 17 Gpm S ystem Type
Listed Pres. at Start Point - 10.7 Psi (X) Wet () Dry
D MAXIMUM LISTED SPACING 18 x 18 O Deluge O PreAction
E Domestic Flow Added - Gpm Sprinkler or Nozzle
S Additional Flow Added - Gpm Make VK436 Model Viking
I Elevation at Highest Outlet - 19'-0"Feet Size 1/2" K-Factor 5.2
G Note: Temperature Rat ing 155
N
Calculation Gpm Required 66.81 Psi Reqaired 45.42 At Test
Summary C-Factor Used: Overhead 150 Underground 150
_ _ _ _ _ __
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - Rated Cap. Cap.
T Time of Test - @ Psi Elev.
E Static (Psi) - 57 Elev.
R Residual (Psi) - 53 Other Well
Flow (Gpm) - 1160 Proof Flow Gpm
S Elevation - 0
P Location:
P
L Source of Information: City Of Yelm
Y
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' Pressure / Flow Summary - STANDARD
Knight Fire Protection Inc. Page 4
Tahoma Terra Fairway-2nd Floor Lower Corner Date 11-06-08
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual _ _ Req.
D1 18.5 5.2 10.7 na 17.01 0.052 324 10.7
D2 18.5 5.2 10.7 na 17.01 0.052 324 10.7
D3 18.5 5.2 7.2 na 13.95 0.052 256 7.2
D4 18.5 5.2 7.2 na 13.95 0.052 256 7.2
1 19.0 K= K@ H2 19.09 na 17.01
2 19.0 K=K@H1 19.85 na 17.34
4 19.0 K= K@ H3 20.49 na 15.82
6 19.0 K= K@ H4 22.13 na 16.64
3 19.0 22.37 na
5 19.0 22.55 na
7 19.0 23.02 na
8 19.0 24.6 na
9 19.0 26.37 na
10 9.0 31.42 na
11 9.0 32.29 na
12 9.0 32.89 na
13 9.0 32.93 na
14 9.0 33.2 na
15 1.0 43.49 na
16 -3.0 45.36 na
17 -3.0 45.42 na
TEST -3.0 45.42 na
The maximum velocity is 10.69 and it occurs in the pipe between nodes 7 and 8
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
' Final C;alculations - Hazen-Williams
Knight Fire Protection Inc.
Tahoma Terra Fairway-2nd Floor Lower Corner
Page 5
Date 11-06-08
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ""`*"*" Notes """""`
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
D1 17.01 1.101 1 N 7.0 0.500 10.700 K Factor = 5.20
to 150.0 0.0 7.000 8.012
H1 17.01 0.0504 0.0 7.500 0.378 Vel = 5.73
0.0
17.01
- -
___ _
_ 19.090
-- K Factor = 3.89
D2 17.01 1.101 1 N 7.0 0.500 10.700 K Factor = 5.20
to 150.0 0.0 7.000 8.012
H2 17.01 0.0504 0.0 7.500 0.378 Vel = 5.73
0.0
__ --- 17.01
--
--- 19.090 K Factor = 3.89
D3 13.95 1.101 1 N 7.0 4.500 7.200 K Factor = 5.20
to 150.0 1 T 9.563 16.562 8.012
H3 13.95 0.0350 0.0
_ _ _ 21.062
_ 0.737 Vel = 4.70
_ __
0.0
13.95
_ __ _ _ 15.949 K Factor = 3.49
__ _
D4 13.95 1.101 1T 9.563 0.500 7.200 K Factor = 5.20
to 150.0 0.0 9.562 8.012
H4 13.95 0.0350 0.0 10.062 0.352 Vel = 4.70
0.0
_ 13.95
_ _ _
_
_ _ 15.564
__ K Factor = 3.54
_ _ _
1 17.01 1.101 0.0 15.000 19.090 K Factor @ node H2
to 150.0 0.0 0.0 0.0
2 17.01 0.0505 0.0 15.000
__ 0.757
_ _ _ -- Vel = 5.73
- _
2 17.34 1.394 1 O 6.0 37.000 19.847 K Factor @ node H1
to 150.0 0.0 6.000 0.0
3
_ ---- 34.35 0.0587 0.0 43.000 2.522 Vel = 7.22
0.0
__ - - 34.35
-- -
--
_- -
- __
_ __ _ 22.369 K Factor = 7.26
4 15.82 1.101 1 O 5.0 41.750 20.490 K Factor @ node H3
to 150.0 0.0 5.000 0.0
5 15.82 0.0441 0.0 46.750 2.060 Vel = 5.33
0.0
_ 15.82
__---
___
_ _
_ 22.550 K Factor = 3.33
6 16.64 1.394 1 O 6.0 52.000 22.132 K Factor @ node H4
to 150.0 0.0 6.000 0.0
7
--- - 16.64 0.0153 0.0 58.000 0.889 Vel = 3.50
0.0
_ 16.64
_ __ __
--_ --_
_ 23.021 K Factor = 3.47
3 34.35 1.598 0.0 6.000 22.369
to 150.0 0.0 0.0 0.0
5
--- --- - 34.35
-- - --- 0.0302
---_ _ 0.0 6.000 0.181 Vel = 5.49
5 15.82 1.598 0.0 7.750 22.550
to 150.0 0.0 0.0 0.0
7 50.17 0.0608 0.0 7.750 0.471 Vel = 8.03
7 16.64 1.598 1 N 9.0 6.250 23.021
to 150.0 0.0 9.000 0.0
8 66.81 0.1033 0.0 15.250 1.575 Vel = 10.69
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
~
- rina~ Calculations - Hazen-Williams
Knight Fire Protection Inc. Page 6
Tahoma Terra Fairway-2nd Floor Lower Corner Date 11-06-08
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv "**'`*'`'` Notes '`'`""*"
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
8 0.0 2.003 1 N 11.0 40.500 24.596
to 150.0 0.0 11.000 0.0
9 66.81 0.0344
__ _ 0.0 51.500
_ 1.770
__ _ Vel = 6.80
_
9 0.0 2.003 1 N 11.0 10.000 26.366
to 150.0 0.0 11.000 4.331
10 66.81
--- -__ 0.0343
_ ____ _ _
-- -- 0.0 21.000 0.721 Vel = 6.80
10 0.0 2.003 1 N 11.0 14.500 31.418
to 150.0 0.0 11.000 0.0
11 66.81 0.0344
-- -_ 0.0 25.500 0.876 Vel = 6.80
11 0.0 2.003 1 N 11.0 6.250 32.294
to 150.0 0.0 11.000 0.0
12
_ - - 66.81
- - - 0.0344
___. 0.0 17.250 0.593
__ _ _ Vel = 6.80
_ _-- -
12 0.0 2.003 0.0 1.250 32.887
to 150.0 0.0 0.0 0.0
13 66:81 0.0344
_ _- -
---- _ _ 0.0
- - -- ----__ 1.250
_ _ 0.043 Vel = 6.80
__ __ _
13 0.0 2.209 1 E 6.91 1.500 32.930
to 120.0 0.0 6.910 0.0
14
- - 66.81 0.0322 0.0 8.410 0.271
_ __ Vel = 5.59
_ . _
0.0
--- 66.81
___ _
____
__ 33.201 K Factor = 11.59
__
14 66.81 2.209 1 N 11.0 8.000 33.201
to 120.0 1 Zik 0.0 11.000 9.680 " Fixed loss = 6.215
15 66.81 0.0322 0.0 19.000 0.612 Vel = 5.59
0.0
66.81
__
_ _ _-
- 43.493 K Factor = 10.13
15 66.81 2.003 0.0 4.000 43.493
to 150.0 0.0 0.0 1.732
16 66.81 0.0345 0.0 4.000 0.138 Vel = 6.80
16 0.0 4.1 0.0 45.000 45.363
to 140.0 0.0 0.0 0.0
17 66.81
_ --- 0.0012
-------_ 0.0 45.000 0.054 Vel = 1.62
17 0.0 8.27 1 G 6.326 30.000 45.417
to 140.0 0.0 6.326 0.0
TEST
- -- 66.81 0.0 0.0 36.326 0.001 Vel = 0.40
0.0
66.81 45.418 K Factor = 9.91
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087