HomeMy WebLinkAbout5928 FARNSWORTH CT; ; AS080001; Permit5/23/24, 8:55 AM AS08000I Permit Data
City of Carlsbad
Sprinkler Permit
5928 FARNSWORTH
Job Address:
CT
Permit Type: SPRINK
Parcel No: 2120701000
Lot #: 0
Reference No.:
Permit No: AS08000I
Status: ISSUED
Applied 1/3/2008
Approved: 1/7/2008
Issued: 1/7/2008
PC #: Inspector:
Project Title: SPORTS GIANT, INC. 3 FIRE SPRINKLER INSPECTIONS @
$65/EA
Applicant:
WEST COAST FIRE PROTECTION
271 ROYMAR RD
SUITE F
OCEANSIDE, CA
(760)754-8472
Owner:
MCR FARNSWORTH L L C
1808 ASTON AVE #180
CARLSBAD CA
Fees ($) Add'I Fees ($) Total ($) Balance ($)
195 0 195 0
about:blank 1/1
L5 t revlws~W4e~ ae-
09:21 12/13/2007 Entries for Item:3 - Fire-OK to Issue
Action Comments By Date
AP - The plans for the additional racks is GR 12/13/2007
approved. ::'However, if the existing rack
system includes in-rack fire sprinklers then
plans for the extension of this system -
must be submitted to this office prior to
any calls for inspection.
Total Rows: I
hit
C19POR
Page 1
Oct 18 2007 10:09AM West Coast Fire Protectio 760.754.8492 P.'
A0000
West Coast Fire Protection
271 RoyinarRd. Ste. F, Oceanside, CA 92054
TeL (760) 754-8472 - Fax. (760) 754-8492
C-16#763542
October 18, 2007
City of Carlsbad Fire Department
300 North Coast Highway
Oceanside, CA 92054
ATTN: Fire Prevention Bureau
Re: Flow Test Results
Address: Sports Giant!.. 5928 Farnsworth Ct.
Date taken: 10/17/2007
Witnessed by: Carlsbad Municipal Water District
Conducted By: Dan Amato West Coast Fire Protection
Weather Conditions: Cloudy & Rainy
Location #1: Culdesac & on-site Hydrant
Static Pressure: 108 psi Residual Pressure: 102 psi
Total GPM: 1455 GPM
Location #2: N/A
Static Pressure: psi Residual Pressure: psi
Total GPM: GPM
Pitot Pressure: 75 psi
Pitot Pressure: psi
,
Dan J
Jan 2_OO8 11:14AM West Coast Fire Protectio 760.754.8ç'
tj
r
NPYP-12LL
Asogoom
West Coast Fire Protection
271 Roymar Rd. Ste. P Oceanside, CA 92054
Tel. (760) 754-8472 -.Fax (760) 754.8492
C-16#763542
January 2, 2008
City of Carlsbad Fire Prevention
1635 Faraday Ave.
Carlsbad, CA 92008
Attn: Greg Ryan
Re: Fire Sprinkler Plan Check Special Request Letter
Project - Sports Giant, Inc.
We offer the Mowing response and have made the following changes to the hydraulic calculations.
We revised hydraulic calculations to balance to the higher overhead pressure which increased the demand at the
source to within 70/9 of the total available water supply.
The overhead sprinkler piping is a greater demand than the in-racks. The new flow test data taken 10107 shows a
loss of 3 psi from the water flow test data used in original calculations submitted in 2002.
We are asking for the City of Carlsbad Fire Prevention Bureau to take all of the above data into consideration
and allow us to use a 7% safety fkctor from the new flow test conducted on this rack expansion project only.
If you have any questions regarding corrections please feel free to call me
Cell # f70) 594-0980 Office # (760) 754-8472
Protection
Dan
Jan 02008 11:14AM West Coast Fire Protectio 760.754.8492 P.2
Front Ken Wagoner To; Dan Date: 12f2012007 Time: 4:31:49 PM Page 2 of 2
Contract Name: Sports Giant - Balanced Flow Sheet: I of I Calculation For: Balance In-Racks to Existing Overheads Date: December 28. 2007
Type &
Location
Flow
in
GPM -
Pipe
Size
Inches
Fittings
And
Devices
Pipe
Equiv
Length
Friction
Loss
psi/ft
Required
Pressure
in PSI
Blev
Nodes
K
260.10
Type
D
Actual
C-Fao
90°
TecBr
TeeRn
Other
Elev ________q
OHI
Lu In-RackNom Ft Spnnklers30.14 Ot
mm
at reference(, Tot
128.29
q
K
1128.30
Type
NGm D
Actual
C-Fec
900
TeeBr
TeeRn
Other
Ln Pt Existing
Overhead
sprinklers at
OH1
Ft P1
Ot Pc
Tot Pt 77.35 Adjusted
Flow
q
K
Q
265.03
1393.33
Type
Nom D
Actual
C-Fac
Dl
6
900
TeeBr
TeeRn
Other
I Ln 11.00
0.0507
Pt 77.35 0.5 Balanced
Plow
OHI
Ui
Ft 11.54 - P1 1.142 6.02
140
Ot Pe 1.516
Tot 22.54 Pt 80.01 -3.00 q
K
Q 1393.33
Type
Nom
Actual
C.Fac
C900
6
900
TeeRn
Other
1 Ln 20.00
0.0421
Pt 80.01 -3.0 UI
U2
TeeBr Ft 13.87 P1 1.428 6.09
150
Ot Pa
Tot 33.87 Pt 81.44 -3.00 q
1393.33
NomD
ITCYFPeac
Actual
6
DI 900
TeeBr
Other
6.02 TeeRn
1 Ln 6.00
1 0.0507
81.44 .3.0 132
BFI
Ft 15.39 Pf
140
1.084
K Ot a -2.598
Q Gate Tot 21.39 Pt 79.92 100
1393.33
Friction loss through backilowprevention
From MFRS data sheet
device i Valve Size = 6.00
Im 3.000 Pressure loss
backflow preventer Pt 82.92 q
K
Q 1393.33
Type
Nom D
Actual
C-Fec
DI
6
900
TeeBr
TeRn
Other
1 Ln 6.00
0.0507
Pt 82.92 3.0 BF2
LT3
Ft 15.39 Pf 1.084
6.02
140
01 PC 2.598
Gate Tot 21.39 Pt 86.60 -3.00 q
K
1393.33
Type
Nom D
Actual
C-Fac
C900
6
900
TeeBr
TeeRn
Ln 35.00
0.0421
Pt 86.60 -3.0 U3
Source
Ft 50.00 Pf 3.583
6.09
150 ~te
Ot
Other Tot
Pc
Q 85.00 Pt 90.19 .3.00 500.00 Q 1893.33 Pt 90.191 98.2 91.81%
Avail . %ofAv.
Available Pressure
Static 108
Residual 102
Flow 1455
AeL Plow 1 1893.33
Pal Avail. 98.23
Less 10'/ 59.41
Jan 62 2008 11:20AM West Coast Fire Protectio 760.754.8452 P.'
WEST COAST FIRE PROTECTION
271 ROYMAR ROAD SUITE F
OCEANSIDE,CA 92054
HYDRAULIC CALCULATIONS
FOR
SPORTS GIANT, INC
5928 FARNSWORTH COURT
FILE NUMBER:
DATE: JAN 2, 2008
Thes e plans have been reviewed lbr apparent Coltiphaitee with the curretit applihl codes and standards in force in the urusdiciut in The owner or cotutrackir may utiIie this res res in upp1 of an application 111' a hujldjnut pernu n uth the express understanding that this review Jut us. nay relies es the Owner or Coniraclor or theirj I pl(h55fl)J ei1! juicer or arehik 11w sole respotisihility
for lull cfltiupijauice with said cod and slandj-I5 I including.the building cJe or 11w any respoulsjhjl tor I deIcjes errors• omissions or negligence in these plans whether or not noted in this review.
Date; //'4/ Reviewer -
13 RECOMMENI) APPROVAL
RE(I)MM APPROVAl AS NOTED
-DESIGN DATA-
OCCUPANCY CLASSIFICATION:
DENSITY:
AREA OF APPLICATION:
COVERAGE PER SPRINKLER:
NUMBER OF SPRINKLERS CALCULATED:
TOTAL SPRINKLER WATER FLOW REQUIRED:
HIGH PILED STORAGE
15 PSI PER SPRINKLER
1 LEVEL BALANCED WITH OVERHEAD
4 TO 5 FEET SPACING
8 sprinklers
260.1 gpm
TOTAL WATER REQUIRED (including hose): 760.2 gpm
FLOW AND PRESSURE (13 BOR): 260.2 gpm 13 74.5 psi.
fLOW AND PRESSURE (13 SOURCE): 1893.33 GPM @ 90.19 PSI
SPRINKLER ORIFICE SIZE: 3/4 inch
NAME OF CONTRACTOR: WEST COAST FIRE PROTECTION
DESIGN/LAYOUT BY: DAN AMATO
AUTHORITY HAVING JURISDICTION: CITY OF CARLSBAD FIRE DEPAR4
4*14 4,
APPR? SUTTED "?s'
mwwt 1 4- Ll(
CARLSBPJI FIRE DEPMRTMENT
Jan U2 2008 11:20AM West Coast Fire Protectjo 760.754.8492
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 1/2/2008 C:\HASS78\SPORTSGIANTADJUSTED.SDF JOB TITLE: Sports Giant New Racking Remote Rack
WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
SOURCE 97.2 91.2 1455.0 95.4 760.2 74.5
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 760.2 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM
OTHER HOSE STREAM ALLOWANCES 0.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 260.2 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT) (PSI) (GPM)
1 11.0 K= 8.10 15.0 31.4
2 11.0 K= 8.10 15.0 31.4
3 11.0 K= 8.10 15.2 31.5
4 11.0 K= 8.10 15.4 31.8
5 11.0 K= 8.10 15.8 32.2
6 11.0 K= 8.10 16.5 32.9
7 11.0 K= 8.10 17.4 33.8
8 11.0 K= 8.10 18.7 35.0
9 11.0 - - - - 43.1 - - -
10 24.0 - - - - 40.8 - - -
11 24.0 - - - - 62.7 - - -
TOR 24.0 - - - - 63.9 - - -
BOR 0.5 -- - - 74.5 - --
SOURCE 0.5 SOURCE 74.5 260.2
p.2
uo Ii:ut-1ri West Coast Fire Protectio 760.754.8492
p.3
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 1/2/2008 C:\RASS78\SPORTSGIANTADJrJSTED.SDF JOB TITLE: Sports Giant New Racking Remote Rack
PIPE DATA
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 1 -31.4 2.203 FL 4.12 PF 0.0 1 11.0 8.1 15.0 31.4 2.6 120 FTG ---- PE 0.0 2 11.0 8.1 15.0 31.4 0.008 TI 4.12 PV
Pipe: 2 -62.8 2.203 FL 4.12 PF 0.1 2 11.0 8.1 15.0 31.4 5.3 120 FTC ---- FE 0.0 3 11.0 8.1 15.2 31.5 0.029 TL 4.12 PV
Pipe: 3 -94.3 2.203 FL 4.12 PF 0.3 3 11.0 8.1 15.2 31.5 7.9 120 FTG ---- FE 0.0 4 11.0 8.1 15.4 31.8 0.062 TL 4.12 PV
Pipe: 4 -126.1 2.203 FL 4.12 PF 0.4 4 11.0 8.1 15.4 31.8 10.6 120 FTG ---- BE 0.0 5 11.0 8.1 15.8 32.2 0.106 TL 4.12 By
Pipe: 5 -158.3 2.203 PL 4.12 PP 0.7 5 11.0 8.1 15.8 32.2 13.3 120 FTG ---- PE 0.0 6 11.0 8.1 16.5 32.9 0.161 TL 4.12 PV
Pipe: 6 -191.3 2.203 PL 4.12 PP 0.9 6 11.0 8.1 16.5 32.9 16.1 120 FTC ---- PE 0.0 7 11.0 8.1 17.4 33.8 0.229 TL 4.12 PV
Pipe: 7 -225.1 2.203 PL 4.12 PP 1.3 7 11.0 8.1 17.4 33.8 18.9 120 FTG ---- PE 0.0 8 11.0 8.1 18.7 35.0 0.309 TL 4.12 PV
Pipe: 8 -260.1 2.203 FL 53.62 PF 24.4 8 11.0 8.1 18.7 35.0 21.9 120 FTC E PE 0.0 9 11.0 0.0 43.1 0.0 0.404 TL 60.44 PV
Pipe: 9 -260.1 2.703 FL 13.00 PF 3.3 9 11.0 0.0 43.1 0.0 14.5 120 FTC E FE -5.6 10 24.0 0.0 40.8 0.0 0.149 TI 22.33 PV
Pipe: 10 -260.1 3.314 FL 332.00 PP 21.9
10 24.0 0.0 40.8 0.0 9.7 120 FTC 2E2T FE 0.0
11 24.0 0.0 62.7 0.0 0.055 TL 396.06 By
Pipe: 10A -260.1 4.310 FL 51.00 PF 1.2
11 24.0 0.0 62.7 0.0 5.7 120 FTG 2E PS 0.0
TOR 24.0 0.0 63.9 0.0 0.015 TL 78.87 P11
Pipe: 11 -260.1 4.310 FL 23.50 PP 0.4
TOR 24.0 0.0 63.9 0.0 5.7 120 FTC ---- FE 10.2
BOR 0.5 0.0 74.5 0.0 0.015 TL 23.50 PV
i; C urIll west Coast Fire Protectjo 760.754.8492
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 1/2/2008 C:\HASS78\SPORTSGIANTADJUSTED.SDF JOB TITLE: Sports Giant New Racking Remote Rack
p.4
PIPE TAG
END ELEV. NOZ.
NODES (PT) (K)
Pipe: 12
BOR 0.5 0.0
SOURCE 0.5 SRCE
Q(GPM) DIA(IN) PT DISC. VEL(FPS) HW(C) (PSI) (GPM) FL/FT
-260.2 6.357 PL 74.5 0.0 2.6 120 FTG 74.5 (N/A) 0.002 TL
LENGTH PRESS.
(PT) SUM.
(PSI)
1.00 PP 0.0
S PS 0.0
19.00 eV
NOTES (IiASS)
Calculations were performed by the HASS 7.9 computer program
under license no. 27081246 granted by
HRS SysteXns, Inc.
4792 LaVista Road
Tucker, GA 30084
The system has been calculated to provide an average
imbalance at each node of 0.005 gpm and a maximum
imbalance at any node of 0.060 gpm.
Total pressure at each node is used in balancing the system. Maximum water velocity is 21.9 ft/sec at pipp S.
PIPE FITTINGS TABLE
Pipe Table Name: STANDARD.PIP
PAGE: * MATERIAL: S40 HWC: 120
Diameter Equivalent Fitting Lengths in Feet (in) S T I C B G A D N Eli Tee LngE11 ChkVlv BfyV1v GatVlv AlmChk DPVIv NPTee 2.203 6.82 13.64 4.09 15.00 8.18 1.36 13.64 13.64 13.64 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 3.314 10.19 21.84 7.28 23.29 14.56 1.46 18.93 18.93 21.84 4.310 13.94 27.87 8.36 30.66 16.72 2.79 27.87 27.87 27.87
PAGE: B MATERIAL: THNWL HWC: 120
Diameter EquivaLent Pitting Lengths in Feet
(in) E T L C B 6 A D N
Eli Tee IngEll ChkVlv BfyVlv GatVlv AlmChk DPV1v NPTee
6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00
NOTES (USER)
Loast 1-ire Protectjo 760.754.8492 p.7
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 1/2 /2 008 C:\HASS78\SPORTSGIANTADJUSTED.SDF JOB TITLE: Sports Giant New Racking Remote Rack
WATER SUPPLY CURVE
108+
99+
I 0
I <-91.2 psi @ 1455 gpm 90+ Flow Test Point
81+
I x P72+
R
B
S I
S 63+
U I R I E
54+
C I
P I
S I
I 45+
) I
36+
27+
============== == 18+ LEGEND
'V
I X = Required Water Supply
I 74.52 psi @ 760.2 gpm
9+
I 0 = Available Water Supply "
I 95.39 psi @ 760.2 gpm
'V
++-+---+----+-----+------+--------+ --------+---------+-----------+ 0
400 600 800 1000 1200 1400 1600 1800 2000
FLOW (GPM)
0
0
to
0
0
10
0
rzi
LA i curiri west Coast Fire Protectjo 760.754.8492
p.S
SPRINKIER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 1/2/2008
C:\NASS78\SPORTSGIANTADJUSTED.SDF JOB TITLE: Sports Giant New Racking Remote Rac
k
CO
0 0 0 0 0 0 . S I S I-I 0 0 0 Cl 0 0 I 000 0 q&Cs1
Contract Name: Sports Giant - Balanced Flow Sheet: I of I
Calculation For: Balance In-Racks to Existing Overheads Date: December 28, 2007
Nozzle
Type &
Location
Flow
in
GPM
-
Pipe
Size
Inches
Fittings
And
Devices
Pipe
Equiv
Length
Friction
Loss
psi/ft
Required
Pressure
in PSI
Elev
Elev
Nodes
30.14
q
K
Q 260.10
Type '
Nom D
Actual
C-Fac
900
TeeBr
TeeRn
Other
Ln Pt In-Rack
Sprinklers
at reference
01-Il
Ft Pf
Ot Pe
Tot Pt 74.50
128.29
q
K
Q 1128.30
Type
Nom D
Actual
C-Fac
900
TeeBr
TeeRn
Other
Ln Pt Existing
Overhead
sprinklers at
OHI
Ft Pf
Ot Pe
Tot Pt 77.35
Adjusted
Flow
q
K
265.03
1393.33
Type
Nom D
Actual
C-Fac
DI
6
900
TeeBr
TeeRn
Other
1 Ln 11.00
0.0507
Pt 77.35 0.5 Balanced
Flow
OHI
U
Ft 11.54 Pf 1.142
6.02
140
Ot Pe 1.516
Tot 22.54 Pt 80.01 -3.00
q
K
Q 1393.33
Type
Nom D
Actual
C-Fac
C900
6
900
TeeBr
TeeRn
1 Other
1 Ln 20.00
0.0421
Pt 80.01 -3.0 UI
U2
Ft 13.87 Pf 1.428
6.091
150
Ot Pe
Tot 33.87 Pt 81.44 -3.00
q
K
Q 1393.33
Type
N
om
C-Fac
DI
6
900
TeeBr
TeeRn
Other
1 Ln 6.00
0.0507
Pt 81.44 -3.0 U2
BFI
Ft 15.39 Pf 1.084
Actual.02
Dr,140
Ot Pe -2.598
Gate Tot 21.39 Pt 79.92 3.00
1393.33
Friction loss through back
From MFRS data sheet
ow prevention device
Valve Size 6.00
Pm 3.000 Pressure loss
backflow preventer Pt 82.92
_
500.00
q
K
Q
q
Q
1393.33
1393.33
1893.33
Type DI 900 1 Ln 6.00 I
Nom D 6 TeeBr Ft 15.39
Actual 6.02 TeeRn Ot
C-Fac 140 Other Gate Tot 21.39 0.0507
Type C900 900 Ln 35.00
Nom D TeeBr 1 Ft 50.00
ActualL~6TeeRn Ot
C-Fac Other Gate Tot 85.00 0.0421
3.583
K Pe
Q
Pt 82.92 3.0 BF2
U3
U3
Source
91.81%
%nfAv
Pf 1.084
Pc 2.598
Pt
Pt
86.60
86.60
-3.00
-3.0
Pf
Pt
Pt
90.19
90.191_98.2
-3.00
Available Pressure
Static 108
Residual 102
Flow 1455
Ant. Flow 1 1893.33
Psi Avail 98.23
Less 10% 88.41
Jari02 2008 11:20AM West Coast Fire Protectio 760.754.8492 p. 1
WEST COAST FIRE PROTECTION
271 ROYMAR ROAD SUITE F
OCEANSIDE,CA 92054
HYDRAULIC CALCULATIONS
FOR
SPORTS GIANT, INC
5928 FARNSWORTH COURT
FILE NUMBER:
DATE: JAN 2, 2008
Thew phiii ha • heeci rLvle e(l liii apparent ctIptIance
oh I hi iv 1t111 applicable ci ides and st,In(lar(ls Ili loice
III lie 11111%. 1 K 11011 IIIC li%li lii Ct'IltI.jCIiiI OIlS tit iluie
I hi. ' i 'print ot all application for a building
Si II S III 1k Sprvs.. uuldii..iaridiiig i hat this revies
lIft .0 re IlLS Ci. the owner ui colliraclor or their
puiilessiiinal eltgineer or aicliiteci for sole responsibility
for full compliance with said codes and standards.
Including the building code or for any responsihilty for
deficiencies. errors. omissions or negligence in these
plaits whether or not noted in this review.
Date: Reviewer: ,d
RECOMMEND APPROVAL
191 RECOMMEND APPROVAL. AS NOTED
-DESIGN DATA-
OCCUPANCY CLASSIFICATION:
DENSITY:
AREA OF APPLICATION:
COVERAGE PER SPRINKLER:
NUMBER OF SPRINKLERS CALCULATED:
HIGH PILED STORAGE
15 PSI PER. SPRINKLER
1 LEVEL BALANCED WITH OVERHEAD
4 TO 5 FEET SPACING
B sprinklers
TOTAL SPRINKLER WATER FLOW REQUIRED: 260.1 gpzn
TOTAL WATER REQUIRED (including hose): 760.2 gpm
FLOW AND PRESSURE (13 BOR): 260.2 gpztt @ 74.5 psi
fLOW AND PRESSURE (13 SOURCE): 1893.33 GPM 13 90.19 PSI
SPRINKLER ORIFICE SIZE: 3/4 inch
NAME OF CONTRACTOR: WEST COAST FIRE PROTECTION
DESIGN/LAYOUT BY: DAN A)4ATO
AUTHORITY HAVING JURISDICTION: CITY OF CARLSBAD FIRE DEPARTMENT
APPRO S SUBMITTED
LIRDEANENr
Jan U2 2008 11:20AM West Coast Fire Protectio 780.754.8492 p..2
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 1/2/2008 C:\HASS78\SPORTSGIANTADJUSTED.SDF JOB TITLE: Sports Giant New Racking Remote Rack
WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW .AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
SOURCE 97.2 91.2 1455.0 95.4 760.2 74.5
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 760.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM
OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 260.2 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(PT) (PSI) (GPM)
1 11.0 K= 8.10 15.0 31.4
2 11.0 K= 8.10 15.0 31.4
3 11.0 K 8.10 15.2 31.5
4 11.0 K= 8.10 15.4 31.8
5 11.0 K= 8.10 15.8 32.2
6 11.0 K= 8.10 16.5 32.9
7 11.0 K= 8.10 17.4 33.8
8 11.0 K= 8.10 18.7 35.0
9 11.0 - - - - 43.1 - - -
10 24.0 - - - - 40.8 - - -
11 24.0 - - - - 62.7 - - -
TOR 24.0 - - - - 63.9 - - -
BOR 0.5 -- - - 74.5 - --
SOURCE 0.5 SOURCE 74.5 260.2
. Li:uhri West Coast Fire Protectio 760.754.8492
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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 1/2/2008 C:\HASS78\SPORTSGIANTADJUSTED.SDF JOB TrTLE: Sports Giant New Racking Remote Rack
PIPE DATA
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 1 -31.4 2.203 P1 4.12 FE' 0.0 1 11.0 8.1 15.0 31.4 2.6 120 FTG ---- BE 0.0 2 11.0 8.1 15.0 31.4 0.008 TI. 4.12 By
Pipe: 2 -62.8 2.203 PL 4.12 FE' 0.1 2 11.0 8.1 15.0 31.4 5.3 120 FTG ---- BE 0.0 3 11.0 8.1 15.2 31.5 0.029 TL 4.12 PV
Pipe: 3 -94.3 2.203 PL 4.12 PF 0.3 3 11.0 8.1 15.2 31.5 7.9 120 FTG ---- FE 0.0 4 11.0 8.1 15.4 31.8 0.062 TI 4.12 By
Pipe: 4 -126.1 2.203 PL 4.12 BE' 0.4 4 11.0 8.1 15.4 31.8 10.6 120 FTG ---- FE 0.0 5 11.0 B.]. 15.8 32.2 0.106 TL 4.12 PV
Pipe: 5 -158.3 2.203 PL 4.12 PF 0.7 5 11.0 8.1 15.8 32.2 13.3 120 FTC ---- FE 0.0 6 11.0 8.1 16.5 32.9 0.161 TI 4.12 PV
Pipe: 6 -191.3 2.203 P1 4.12 PP 0.9 6 11.0 8.1 16.5 32.9 16.1 120 FTC ---- FE 0.0 7 11.0 8.1 17.4 33.8 0.229 TL 4.12 PV
Pipe: 7 -225.1 2.203 P1 4.12 PF 1.3 7 11.0 8.1 17.4 33.8 18.9 120 FTC ---- FE 0.0 8 11.0 8.1 18.7 35.0 0.309 TI 4.12 PV
Pipe: 8 -260.1 2.203 FL 53.62 PF 24.4 8 11.0 8.1 18.7 35.0 21.9 120 FTC E FE 0.0 9 11.0 0.0 43.1 0.0 0.404 TL 60.44 PV
Pipe: 9 -260.1 2.703 P1. 13.00 PP 3.3 9 11.0 0.0 43.1 0.0 14.5 120 FTC E FE -5.6
10 24.0 0.0 40.8 0.0 0.149 TI 22.33 PV
Pipe: 10 -260.1 3.314 PL 332.00 PP 21.9
10 24.0 0.0 40.8 0.0 9.7 120 FTC 2E2T PE 0.0
11 24.0 0.0 62.7 0.0 0.055 TL 396.06 PV
Pipe: 10A -260.1 4.310 P1 51.00 PP 1.2
11 24.0 0.0 62.7 0.0 5.7 120 FTG 2E FE 0.0
TOR 24.0 0.0 63.9 0.0 0.015 TL 78.87 PV
Pipe: 11 -260.1 4.310 FL 23.50 PF 0.4
TOR 24.0 0.0 63.9 0.0 5.7 120 FTC ---- FE 10.2
BOR 0.5 0.0 74.5 0.0 0.015 TL 23.50 PV
&;cut1l1 west Coast Fire Protectio 760.754.8492 p.4
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE; 1/2/2008 C;\HASS78\SPORTSGIANTADJUSTED.SDF JOB TITLE: Sports Giant New Racking Remote Rack
PIPE TAG Q(GPM) DIA(ILc) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 12 -260.2 6.357 PL 1.00 PP 0.0 BOR 0.5 0.0 14.5 0.0 2.6 120 FTG E PE 0.0 SOURCE 0.5 SRCE 14.5 (N/A) 0.002 TL 19.00 PV
NOTES (HASS)
Calculations were performed by the [lASS 7.9 computer program
under license no. 27081246 granted by
HRS Systekna, Inc.
4792 LaVista Road
Tucker, GA 30084
The system has been calculated to provide an average
imbalance at each node of 0.005 gpm and a maximum
imbalance at any node of 0.060 gpm.
Total pressure at each node is used in balancing the system.
Maximum water velocity is 21.9 ft/sec at pipe 8.
PIPE FITTINGS TABLE
Pipe Table Name: STANDARD.PIP
PAGE: * MATERIAL: 840 HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) B T L C B C A D N Eli Tee LngE1l ChkVlv BfyV1v GatVlv AlmChk DPVlv NPTee
2.203 6.82 .13.64 4.09 15.00 8.18 1.36 13.64 13.64 13.64
2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65
3.314 10.19 21.84 7.28 23.29 14.56 1.46 18.93 18.93 21.84
4.310 13.94 27.87 8.36 30.66 16.72 2.79 27.87 27.87 27.87
PAGE: B MATERIAL: THNWL HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D N
Eli Tee Lngsll ChkVlv BfyV1v GatVlv A1mChk DPVlv NPTee
6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00
NOTES (USER)
Loast 1-ire Protectia 760.754.8492
p.7
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 1/2/2008 C:\HASS78\SPORTSGIANTADJUSTED.SDF JOB TITLE: Sports Giant New Racking Remote Rack
WATER SUPPLY CURVE
108+
99+
I 0
I * <-91.2 psi @ 1455 gpxn 90+ Flow Test Point
81+
I x
P72+
R I
E I
S I
S 63+
U
R I
E I
54+
( I
P I
S I
I 45+
) I
36+
27+
F
18+ LEGEND
I,
I X = Required Water Supply
I 74.52 psi @ 760.2 gpm
Vt
I 0 = Available Water Supply "
I 95.39 psi 8 760.2 gpm
'I
o++-+----+----+-----+------+--------+ --------4----------+-----------+
400 600 800 1000 1200 1400 1600 1800 2000
FLOW (GPM)
0 0
0 0
II
0
unri west Coast Fire Protectio 760. 754. 849
2
p.S
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 1/2/2008 C:\HASS78\SPORTSGIANTADJtJSTED.SDF TOB TITLE: Sports Giant New Racking Remote R
a
c
k
Cl 0 0 0 0 0
0 0 0 Ol 0 0 0 0 1-4 p4U)U)r )-1-
Contract Name: Sports Giant - Balanced Flow Sheet: 1 of 1
Calculation For: Balance In-Racks to Existing Overheads Date: December 28. 2007
Nozzle
Type &
Location
Flow
in
GPM -
Pipe
Size
Inches
Fittings
And
Devices
Pipe
Equiv
Length
Friction
Loss
psi/ft
Required
Pressure
in PSI -
Elev
Elev
Nodes
30.14
q
K
Q 260.10
Type
Nom D
Actual
C-Fac
900
TeeBr
Ln Pt In-Rack
Sprinklers
at reference
OH1
Ft Pf
TeeRn
I=-=-
Ot Pe
Other Tot Pt 74.50
128.29
q
K
Q 1128.30
Type
Nom D
Actual
C-Fac
900
TeeBr
TeeRn
Other
Ln Pt Existing
Overhead
sprinklers at
OH1
Ft Pf
Ot Pe
Tot Pt 77.35
Adjusted
Flow
q
K
Q_
265.03
1393.33
Type
Nom D
Actual
C-Fac
DI
6
900
TeeBr
TeeRn
Other
1 Ln 11.00
0.0507
Pt 77.35 0.5 Balanced
Flow
OH1
U
Ft 11.54 Pf 1.142
6.02
140
Ot Pe 1.516
Tot 22.54 Pt 80.01 -3.00
q
K
Q 1393.33
Type
Nom D
Actual
C-Fac
C900
6
900
TeeBr
TeeRn
Other
1 Ln 20.00
0.0421
Pt 80.01 -3.0 UI
U2
Ft 13.87 Pf 1.428
6.09
150
Ot
Tot 33.87 Pt 81.44 -3.00
q
K
1393.33
Type
Nom D
Actual
C-Fac
DI 900
TeeBr
TeeRn
Other
1 Ln 6.00
0.0507
Pt 81.44 -3.0 U2
BFI
Ft 15.39 Pf 1.084
L16O2 Ot Pe -2.598
Gate I Tot 21.39 Pt 79.92 3.00
Q 1393.33
Friction loss through back flowprevention
From MFRS data sheet
device
Valve Size = 6.00
Pm 3.000 Pressure loss
backflow preventer Pt 82.92
q
K
I Q 1 1393.33
Type
Nom D
Actual
C-Fac
DI
6
900
TeeBr
TeeRn
Other
1 Ln 6.00
0.0507
PL 82.92 3.0 BF2
U3
Ft 15.39 Pf 1.084
6.02
140
Ot Pe 2.598
Gate Tot 21.39 Pt 86.60 -3.00
q Type
Nom D
C-Fac
C900 900
TeeBr
TeeRn
Other
Ln 35.00
0.0421
Pt 86.60 -3.0 U3
1 Source
1 Ft 50.00 Pf
Actu
alLM
3.583
K Ot Fe
1393.33 I Gate Tot 85.00 Pt 90.19 -3.00
500.00 lQl 1893.33 Pt 1 90.19 98.2 1 91.81%
Avail % of Av.
Available Pressure
Static 108
Residual 102
Flow 1455
Ant. Flow I 1893.33
Psi Avail. 98.23
Less 10% 88.41
u uu 11:UHM West Coast Fire Pretectjo 760.754.8492 p.1
WEST COAST FIRE PROTECTION
271 ROYMAR ROAD SUITE F
OCEANSIDE,CA 92054
HYDRAULIC CALCULATIONS
FOR
SPORTS GIANT, INC
5928 FARNSWORTH COURT
FILE NUMBER:
DATE: JAN 2, 2008
These plans have heen reviewed 11w apparent compliance
with the current applicable codes and standards in three
in the jurisdiction. The owner or contractor may titilie
this review in support of an application for a building
permit with the express understanding that this review
in no way relieves the owner or contractor or their
professional engineer or architect for sole nsponsihility
for full compliance with said codes and standards.
including the building cx1e or for any responsihilty for
deficiencies. errors. omissions or negligence in these
plans whether or not noted in this review.
Date: //Z/ Reviewer
0 RECOMMENI) APPROVAL
19 RECOMMEND APPROVAL. AS NOTED
-DESIGN DATA-
OCCUPANCY CLASSIFICATION:
DENSITY:
AREA OF APPLICATION:
COVERAGE PER SPRINKLER:
NUMBER OF SPRINKLERS CALCULATED:
HIGH PILED STORAGE
15 PSI PER SPRINKLER
1 LEVEL BALANCED WITH OVERHEAD
4 TO 5 FEET SPACING
8 sprinklers
TOTAL SPRINKLER WATER FLOW REQUIRED: 260.1 gpm
TOTAL WATER REQUIRED (including hose): 760.2 gpm
FLOW AND PRESSURE (@ BOR): 260.2 gpm @ 74.5 psi
fLOW AND PRESSURE (@ SOURCE) : 1893.33 GPM @ 90.19 PSI
SPRINKLER ORIFICE SIZE: 3/4 inch
NAME OF CONTRACTOR: WEST COAST FIRE PROTECTION
DESIGN/LAYOUT BY: DAN AMATO
AUTHORITY HAVING JURISDICTION: CITY OF CARLSBAD FIRE DEPARTMENT
APPR AS SUBMITTED
CARBPb FIRE DEPA1TENT
Jan 02 2008 11:20AM West Coast Fire Protectjo 780.754.8492
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/2/2008 C:\HASS78\SPORTSGIANTADJtJSTED.SDF YOB TITLE: Sports Giant New Racking Remote Rack
WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. 0 PRESS. 0 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
SOURCE 97.2 91.2 1455.0 95.4 760.2 74.5
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 760.2 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM
OTHER HOSE STREAM ALLOWANCES 0.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 260.2 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT) (PSI) (GPM)
1 11.0 K= 8.10 15.0 31.4
2 11.0 K= 8.10 15.0 31.4
3 11.0 . 8.10 15.2 31.5
4 11.0 K= 8.10 15.4 31.8
5 11.0 K= 8.10 15.8 32.2
6 11.0 K= 8.10 16.5 32.9
7 11.0 K= 8.10 17.4 33.8
8 11.0 K= 8.10 18.7 35.0
9 11.0 - - - - 43.1 - - -
10 24.0 - - - - 40.8
11 24.0 - - - - 62.7 - - -
TOR 24.0 - - - - 63.9 - - -
BOR 0.5 - - - - 74.5 - - -
SOURCE 0.5 SOURCE 74.5 260.2
p.2
Jan.02 2008 11:20AM West Coast Fire Protectio 760.754.8492 p.3
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 1/2/2008 C:\HASS78\SPORTSGIANTADJUSTED.SDF
JOB TITLE: Sports Giant New Racking Remote Rack
PIPE DATA
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 1 -31.4 2.203 FL 4.12 PF 0.0 1 11.0 8.1 15.0 31.4 2.6 120 FTG ---- FE 0.0 2 11.0 8.1. 15.0 31.4 0.008 TI. 4.12 PV
Pipe: 2 -62.8 2.203 FL 4.12 PF 0.1 2 11.0 8.1 15.0 31.4 5.3 120 FTG ---- FE 0.0 3 11.0 8.1 15.2 31.5 0.029 TL 4.12 PV
Pipe: 3 -94.3 2.203 FL 4.12 PP 0.3 3 11.0 8.1 15.2 31.5 7.9 120 FTG ---- FE 0.0 4 11.0 8.1 15.4 31.8 0.062 TL 4.12 PV
Pipe: 4 -126.1 2.203 FL 4.12 PF 0.4 4 11.0 8.1 15.4 31.8 10.6 120 FTC -i--- FE 0.0 5 11.0 8.1 15.8 32.2 0.106 TL 4.12 PV
Pipe: 5 -158.3 2.203 FL 4.12 PF 0.7
5 11.0 8.1 15.8 3.2.2 13.3 120 FTG ---- PE 0.0 6 11.0 8.1 16.5 32.9 0.161. TL 4.12 PV
Pipe: 6 -191.3 2.203 PL 4.12 PF 0.9
6 11.0 8.1 16.5 32.9 16.1 120 FTC ---- PE 0.0 7 11.0 8.1 17.4 33.8 0.229 TL 4.12 PV
Pipe: 7 -225.1 2.203 FL 4.12 PF 1.3
7 11.0 8.1 17.4 33.8 18.9 120 FTG ---- PE 0.0
8 11.0 8.1 18.7 35.0 0.309 TL 4.12 PV
Pipe: 8 -260.1 2.203 FL 53.62 PP 24.4
8 11.0 8.1 18.7 35.0 21.9 120 FTC E FE 0.0
9 11.0 0.0 43.1 0.0 0.404 TI. 60.44 PV
Pipe: 9 -260.1 2.703 PL 13.00 PP 3.3
9 11.0 0.0 43.1 0.0 14.5 120 FTG S PS -5.6
10 24.0 0.0 40.8 0.0 0.149 TI 22.33 PV
Pipe: 10 -260.1 3.314 FL 332.00 PF 21.9
10 24.0 0.0 40.8 0.0 9.7 120 FTC 252T FE 0.0
11 24.0 0.0 62.7 0.0 0.055 TL 396.06 PV
Pipe: 10A -260.1 4.310 PL 51.00 PP 1.2
11 24.0 0.0 62.7 0.0 5.7 120 FTC 2E FE 0.0
TOR 240 0.0 63.9 0.0 0.015 TL 78.87 PV
Pipe: 11 -260.1 4.310 FL 23.50 PP 0.4
TOR 24.0 0.0 63.9 0.0 5.7 120 FTC ---- FE 10.2
BOR 0.5 0.0 74.5 0.0 0.015 TL 23.50 PV
Jan-02 2008 11:20AM West Coast Fire Protectio 780.754.8492 p.4
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 1/2/2008 C:\HASS78\SPORTSGIANTADJUSTED.SDF
JOB TITLE: Sports Giant New Racking Remote Rack
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 12 -260.2 6.357 PL 1.00 PF 0.0
BOR 0.5 0.0 74.5 0.0 2.6 120 FTG B PE 0.0 SOURCE 0.5 SRCE 74.5 (N/A) 0.002 TL 19.00 PV
NOTES (HASS)
Calculations were performed by the HASS 7.9 computer program
under license no. 27081246 granted by
HRS Systems, Inc.
4792 LaVista Road
Tucker, GA 30084
The system has been calculated to provide an average
imbalance at each node of 0.005 gpm and a maximum
imbalance at any node of 0.060 gpm.
Total pressure at each node is used in balancing the system.
Maximum water velocity is 21.9 ft/sec at pipp 8.
PIPE FITTINGS TABLE
Pipe Table Name: STANDARD.PIP
PAGE: MATERIAL: 340 HWC; 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B 0 A U N
Eli Tee LngE1l ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee
2.203 6.82 13.64 4.09 15.00 8.18 1.36 13.64 13.64 13.64
2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65
3.314 10.19 21.84 7.28 23.29 14.56 1.46 18.93 18.93 21.84
4.310 13.94 27.87 8.36 30.66 16.72 2.79 27.87 27.87 27.87
PAGE: B MATERIAL: THNWL HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) B T L C B 0 A U N
El). Tee LngEl1 Chkvlv BfyVlv GatVlv AlmChk DPV].v NFTee
6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00
NOTES (USER)
an ue euuu11:eUHM West Coast Fire Protectio 760.754.8492 p.7
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 1/2/2008 C:\HASS78\SPORTSGIANTADJUSTED.SDF
JOB TITLE: Sports Giant New Racking Remote Rack
WATER SUPPLY CURVE
108+
99+
I 0
I * <-91.2 psi @ 1455 gpm 90+ Flow Test Point
81+
I x
P 72+
R
E I
S I
S 63+
U I
R I
E I
54+
( I
P I
S I
I 45+
) I
36+
27+
=========== =====
18+ LEGEND VT
X = Required Water Supply
74.52 psi @ 760.2 gpm
9+
I 0 = Available Water Supply "
95.39 psi @ 760.2 gpm IT
I 'V -------+--------+--------+---------+-----------+
400 600 800 1000 1200 1400 1600 1800 2000
FLOW (GPM)
0 0
0
0
0
r.LI
we- e-uuO 11:ut-Il1 west Coast Fire Protectio 760.754.8492
p.6
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 1/2/2008 C:\HA.SS78\SPORTSGIANTADJUSTED.SDF 30B TITLE: Sports Giant New Racking Remote Rack
0
0 0 0 0 0
S S S 0 Cl 0 0 0 0 0 N 0 CO N I-I 0400 W
Contract Name: Sports Giant - Balanced Flow Sheet: 1 of 1
Calculation For: Balance In-Racks to Existin2 Overheads Date fleemhr 7.R MW
Nozzle
Type &
Location
Flow
in
- GPM
Pipe
Size
Inches
Fittings
And
Devices
Pipe
Equiv
Length
Friction
Loss
psi/ft
Required
Pressure
in PSI -
Elev
Elev
-.
Nodes
30.14
q
K
Q 260.10
Type
Nom D
Actual
C-Fac
900
TeeBr
TeeRn
Other
Ln Pt In-Rack
Sprinklers
at reference
OHi
Ft Pf
Ot Pe
Tot Pt. 74.50
128.29
q
K
2 1128.30
Type
Nom D
Actual
C-Fac
900
TeeBr
TeeRn
Other
Ln Pt Existing
Overhead
sprinklers at
OH1
Ft Pf
Ot Pe
Tot Pt 77.35
Adjusted
Flow
q
K
Q
265.03
1393.33
Type
Nom D
Actual
C-Fac
DI
6
900
TeeBr
TeeRn
Other
1 Ln 11.00
0.0507
Pt _77.35 0.5 Balanced
Flow
OHI
U
Ft 11.54 P1 .142 - 6.02
140
Ot Pe 1.516
Tot 22.54 Pt 80.01 -3.00
q
K
Q 1393.33
Type
Nom D
Actual
C-Fac
C900
6
900
TeeBr
TeeRn
Other
1 Ln 20.00
0.0421
Pt 80.01 -3.0 U
U2
Ft 13.87 Pf 1.428
6.09
150
Ot Pe
Tot 33.87 Pt 81.44 -3.00
q
K
1Q1 1393.33
Type
NOmD
Actual
C-Fac
DI
6
900
TeeBr
TeeRn
Other
1 Ln 6.00
0.0507
Pt 81.44 -3.0 U2
BFI
Ft 15.39 P1 1.084
6.02
140
Ot Pe -2.598
Gate Tot 21.39 Pt 79.92 3.00
1393.33
Friction loss through back flow,
From MFRS data sheet
prevention device
Valve Size = 6.00
Pm 3.000 Pressure loss
backflow preventer Pt 82.92
q
K
Q 1393.33
Type
Nom D
Actual
C-Fac
DI
6
900
TeeBr
TeeRn
Other
1 Ln 6.00
0.0507
Pt 82.92 3.0 BF2
U3
Ft 15.39 P1 1.084
6.02
140
Ot Pe 2.598
Gate Tot 21.39 Pt 86.60 -3.00
q
K
1393.33
Type
Nom D
Actual
C-Fac
C900
6 TeeBr
TeeRn
Other
900
Ln 35.00
0.0421
Pt 86.60 -3.0 U3
Source
1 Ft 50.00 P1 3.583
6.09
150
Ot Pc
Gate Tot 85.00 Pt 90.19 -3.00
500.00 Q 1893.33 Pt 90.19 98.2 91.81%
Avail % of Av.
Available Pressure
Static 108
Residual 102
Flow 1455
Ant. Flow I 1893.33
Psi Avail. 98.23
Less 10% 88.41
West Coast Fire Protection
271 Roymar Rd. Ste. F, Oceanside, CA 92054
Tel. (760) 754-8472 - Fax. (760) 754-8492
C-16#763542
FAXED
.17
October 18, 2007
City of Carlsbad Fire Department
300 North Coast Highway
Oceanside, CA 92054
ATTN: Fire Prevention Bureau
Re: Flow Test Results
Address: Sports Giant 5928 Farnsworth Ct.
Date taken: 10/17/2007
Witnessed by: Carlsbad Municipal Water District
Conducted By: Dan Amato West Coast Fire Protection
Weather Conditions: Cloudy & Rainy
Location #1: Culdesac & on-site Hydrant
Static Pressure: 108 psi Residual Pressure: 102 psi Pitot Pressure
Total GPM: 1455 GPM
Location #2: N/A
Static Pressure: psi Residual Pressure: psi Pitot Pressure:
Total GPM: GPM
e/)
psi
75 psi
ii
Dan
1000 DCV DETECTOR CHECK VALVE For Fire Protection Systems
Ames 1000 DCV- Weinhts & Dimensions (Inches)
Size Model
Number aB C ,. r Approx.
Flet Wt.
4 1000 DCV 161/2 9 121/2 121/8 INPT 41/2 5/8 60 lbs.
6 1000 DCV 221/2 1 11 1 151/8 1 17 11/2 NPT 1 51/2 1 11/16 1 96 lbs.
8 1000 DCV 261/2 131/2 173/4 21 1 2NPT 63/4 11/16 154 lbs.
10 1000 DCV 36 16 21 28 1 2NPT 8 11/16 1 179 lbs.
4mDocumented Row Characteristics
a.ii'
.............................................................................................
........................................................................................
200 300 400 500 600 700 800 GPM Row Rate (GPM)
6"Documented Row Characteristics
U 31 ...... ..........................................................
1 1 ..............................
000 1100 1200 1300 1400 1500 1600
Flow Rate (GPM)
8"Documenled flow Characteristics
4
It 3
Lb
0-
GPM'
Other Specifications
Rated working pressure 40 65,
B' 10"(175 PSI).
flange dimensions and holes In
accordance with ANSI B16.5
Class 125/AWWA C207 Class D.
Body name plate pro vides
nominal size, direction of flow,
PSI rating and year of
manufacture.
NationalApprovals
<8> APPROVED
Row Rate (11PM)
iroocumented flow Characteristics
4
(S lola
.................................................. .................... .................... % ................................................................
cnn 2nnn 2c00 4fl00 4500 cOrn
A WV1 EcoS
FLUID CONTROL SYSTEMS
GPM
off
Row Rate (11PM)
Ames Company, Inc. 1485 Tanforan Avenue P.O. Box 1387 Woodland, CA 95776 (916) 666-2493 Fax(916)666-3914 M82-06
tqC-:-o Fire Building
IProdu- cts
Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500
Series TYL - 5.6 and 8.0 K-factor
Upright, Pendent, and Recessed Pendent Sprinklers
Standard Response, Standard Coverage
General
Description
The Series TY-L, 5.6 and 8.0 K-factor,
Upright and Pendent Sprinklers de-
scribed in this data sheet are standard
response - standard coverage, solder
type spray sprinklers designed for use
in light, ordinary, and extra hazard,
commercial occupancies such as
banks, hotels, shopping malls, facto-
ries, refineries, chemical plants, etc.
The recessed version of the Series
TV-L Pendent Sprinkler, where appli-
cable, is intended for use in areas with
a finished ceiling. It uses a two-piece
Style 20(1/2 inch NPT) or Style 30(3/4
inch NPT) Recessed Escutcheon. The
Recessed Escutcheon provides 1/4
inch (6,4 mm) of recessed adjustment
or up to 1/2 inch (12,7 mm) of total
adjustment from the flush pendent po-
sition. The adjustment provided by the
Recessed Escutcheon reduces the ac-
curacy to which the fixed pipe drops to
the sprinklers must be cut.
Corrosion resistant coatings, where
applicable, are utilized to extend the
life of copper alloy sprinklers beyond
that which would otherwise be ob-
tained when exposed to corrosive at-
mospheres. Although corrosion resis-
tant coated sprinklers have passed the
standard corrosion tests of the appli-
cable approval agencies, the testing is
not representative of all possible cor-
IMPORTANT
Always refer to Technical Data
Sheet TFP700 for the "INSTALLER
WARNING" that provides cautions
with respect to handling and instal-
lation of sprinkler systems and com-
ponents. Improper handling and in-
stallation can permanently damage
a sprinkler system or its compo-
nents and cause the spnnkler to fail
to operate ma fire situation or cause
it to operate prematurely.
rosive atmospheres. Consequently, it
is recommended that the end user be
consulted with respect to the suitability
of these coatings for any given corro-
sive environment. The effects of ambi-
ent temperature, concentration of
chemicals, and gas/chemical velocity,
should be considered, as a minimum,
along with the corrosive nature of the
chemical to which the sprinklers will be
exposed.
An intermediate level version of the
Series TY-L Pendent Sprinkler can be
obtained by utilizing the Series TV-L
Pendent Sprinkler in combination with
the Model S Shield.
WARNINGS
The Series TY-L Sprinklers described
herein must be installed and main-
tained in compliance with this docu-
ment, as well as with the applicable
standards of the National Fire Protec-
tion Association, in addition to the
standards of any otherauthonties hav-
ing jurisdiction. Failure to do so may
Impair the performance of these de-
vices.
The owner is responsible for maintain-
ing their fire protection system and de-
vices in proper operating condition.
The installing contractor or sprinkler
manufacturer should be contacted
with any questions.
Model/Sprinkler
Identification
Numbers
TY3111 - Upright 5.6K, 112'NPT
TY3211 - Pendent 5.6K, 112"NPT
TY4III - Upright 8.0K, 3141NPT
TY4211 - Pendent 8.0K, 314"NPT
TY4811 - Upright 8.0K, 112"NPT
TY4911 - Pendent 8.0K, 112'NPT
TY3111 is a redesignation for S1800
and G3111.
TY3211 is a redesignation for S1801
and G3112.
TY4111 is a redesignation for S1810
and G3101.
TY4211 is a redesignation for S1811
and G3102.
TV4811 is a redesignation for S1805.
TY4911 is a redesignation for S1806
Page 1 of 8 JULY, 2004 TFPIIO
WRENCH 1/2"
FLANGES NPT
\ 2-5/8"
(66,7 mm)
7/16"
I (11.1 mm)
I NOMINAL
) MAKE-IN
STYLE 20
RECESSED
ESCUTCHEON
2-7/8'(73.0 mm) DIA.
WRENC
AREA
ESCUTCHEON
PLATE SEATING
SURFACE
2-5/8"
(66,7 mm)
STYLE 30
RECESSED
ESCUTCHEON
WRENCH 3/4"
FLANGES NPT
ESCUTCHEON
PLATE SEATING
CURFACE
/
2-11116"
(68.3 mm)
2"
B mm)
L,-
2-11/16"
(68,3mm)
1/2"
(12,7 mm)
NOMINAL
MAKE-IN
I 2-7/8"(73,0 m) DIA.
WRENC
AREA
Page 2 of 8 TFPIIO
UPRIGHT PENDENT RECESSED PENDENT CROSS SECTION
1 - Frame 3-Ejection 4- Fusible 6- Hook Temperature rating is indicated on deflector.
2- Sealing Spring Element 7- Del Ier Pipe thread connections per ISO 7/1 can be provided on Button special request.
FIGURE 1
STANDARD RESPONSE SERIES TY-L UPRIGHT (TY3I11) AND PENDENT (TY3211) SPRINKLERS
5.6 K-FACTOR, 1/2 INCH NPT
UPRIGHT PENDENT RECESSED PENDENT CROSS SECTION
- Frame 3-Ejection 4-Fusible 6- Hook * Temperature rating is indicated on deflector.
2-Sealing Siting Element 7- Deflector **Pipe thread connections per ISO 7/1 can be provided on Button 5-Strut special request.
FIGURE 2
STANDARD RESPONSE SERIES TY-L UPRIGHT (TY411I) AND PENDENT (1Y4211) SPRINKLERS
&O K-FACTOR, 3/4 INCH NPT
I-.---- 2-7/8'(73,0 mm) DIA
77
2-518
(06,7 mm)
WRENC
AREA
TFPI 10 Page 3 of 8
WRENCH
FLANGES
112'
NPT
ESCUTCHEON
PLATE SEAliNG
SURFACE
STYLE 2D
RECESSED
ESCUTCHEON
L
2-5/8
(68,7 mm)
7116 I (11,1 mm) I
NOMINAL
MAKE-IN
I
UPRIGHT PENDENT RECESSED PENDENT CROSS SECTION
1 - Frame 3- Ejection 4-Fusible 6- Hook Temperature rating is indicated on deflector.
2- Sealing Spring Element 7-Deflector "Pipe thread connections per ISO 711 can be provided on Button 5- strut special request.
FIGURE 3
STANDARD RESPONSE SERIES TY-L UPRIGHT (TY4811) AND PENDENT (TY4911) SPRINKLERS
LO K-FACTOR, 1/2 INCH NPT
Technical
Data
Approvals
UL and C-UL Listed.
FM, and LPCB Approved.
(Refer to Table A for complete approval
information including corrosion resis-
tant status.)
Maximum Working Pressure
175 psi (12,1 bar)
Discharge Coefficient
K = 5.6 GPMIpsi112 (80,6 LPMIbari'2)
K = 8.0 GPM/psi'/2 (115,2 LPMlbar"2)
Temperature Ratings
Refer to Table A
Finishes
Sprinkler: Refer to Table A
Recessed Escutcheon: White Coated,
Chrome Plated, or Brass Plated
Physical Characteristics
Frame ...............Brass
Sealing Button . . Bronze wlreflont
Ejection Spring. . . . Stainless Steel
Fusible Element . . . Solder, Copper
...Stainless Steel
Strut ..............Monel
Hook .........Bronze/Monel
Deflector ...........Bronze
t DuPont Registered Trademark
Operation
A copper tube sealed by two stainless
steel balls holds a fusible alloy. When
the rated temperature is reached, the
alloy melts, the bails are forced toward
each other releasing the tension
mechanism, allowing the sprinkler to
operate.
Design
Criteria
The Series TY-L Pendent and Upright
Sprinklers are intended for fire protec-
tion systems designed in accordance
with the standard installation rules rec-
ognized by the applicable Listing or
Approval agency (e.g., UL Listing is
based on the requirements of NFPA
13, and FM Approval is based on the
requirements of FM'S Loss Prevention
Data Sheets). Only the Style 20 or 30
Recessed Escutcheon, as applicable,
is to be used for recessed pendent
installations.
Installation
The Series TY-L Sprinklers must be
installed in accordance with the follow-
ing instructions:
NOTES
A leak tight 1/2 inch NPTsprinklerjoint
should be obtained with a torque of 7
to 14 Albs. (9,5 to 19,0 Nm). A maxi-
mum of 21 ft. tbs. (28,5 Nm) of torque
may be used to install sprinklers with
1/2 NPT connections. A leak tight 3/4
inch NPT sprinkler joint should be ob-
tained with a torque of 10 to 20 ft.lbs.
(13,4 to 26,8 Nm). A maximum of 30
ft.lbs. (40,7 Nm) of torque is to be used
to install sprinklers with 3/4 NPT con-
nections. Higher levels of torque may
distort the sprinkler inlet and cause
leakage or impairment of the sprinkler.
Do not attempt to make-up for insuffi-
cient adjustment in the escutcheon
plate by under- or over-tightening the
sprinkler. Readjust the position of the
sprinkler fitting to Suit.
The Series TY-L Pendent and Up-
right Sprinklers must be installed in
accordance with the following instruc-
tions.
Step 1. Pendent sprinklers are to be
installed in the pendent position, and
upright sprinklers are to be installed in
the upright position.
Step 2. With pipe thread sealant ap-
plied to the pipe threads, hand tighten
the sprinkler into the sprinkler fitting.
Page 4 of 8 TFPI 10
SPRINKLER FINISH
K TYPE TEMP. FRAME NATURAL CHROME LEAD WAX WAX OVER
COLOR BRASS PLATED COATED COATED LEAD COATED
RATING CODE
PENDENT (TY321 1) 165°F174°C Unpainted 1,2,3
and 1,2,3,5 2126F/1 000C White
5.6 UPRIGHT(M111)
280-F/138-Cl Blue 1,2 4 J N/A 1/2"
NPT RECESSED PENDENT 165°F174°C I Unpainted 1,2,3,5
(TY3211 wl Style 20) N/A 212°F/I00°C White 1.2,3,5
SPRINKLER FINISH
K TYPE TEMP. FRAME NATURAL CHROME LEAD WAX WAX OVER
LEAD COATED
COLOR BRASS PLATED COATED COATED
RATING CODE
PENDENT(TY4211) 1651F/74°C Unpainted 1,2,3
and 1,2,3,5 212°F/100°C White
8.0 UPRIGHT(TY4111)
280°F/138°C Blue 1.2 4 N/A
NPT RECESSED PENDENT 165°F1740C Unpainted 1,2,5
(TY4211 w/ Style 30) N/A 212°F/100°C White
SPRINKLER FINISH
K TYPE TEMP. FRAME NATURAL CHROME LEAD WAX WAX OVER
COLOR BRASS PLATED COATED COATED LEAD COATED
RATING CODE
PENDENT(TY4911) 165°F/74°C Unpainted 1,2,3
and 1.2,3,5 212°F/1000C White
8.0 UPRIGHT(TY4811)
280°F/1380C Skie 1,2 N/A 1/2
NPT RECESSED PENDENT 165°F/74°C Unpainted 1,2
(TY49II wl Style 20) N/A 212°F/100°C White
NOTES:
Listed by Underwriters Laboratories, Inc. (UL).
Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL).
Approved by Factory Mutual Research Corporation (FM).
Approved by Factory Mutual Research Corporation (FM) for maximum 150°F/68°C ambient temperatures.
Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a103).
N/A: Not Available
TABLE A
LABORATORY LISTINGS AND APPROVALS
FIGURE 7
W-TYPE 9 SPRINKLER
WRENCH
FIGURE 8
W-TYPE 10 RECESSED
SPRINKLER WRENCH
TFPIIO Page 5 of 8
7/16±10 2-7/8" DIA. - 1/2" (12.7 mm)
(11.1±3,2 mm) (73,0 mm) 114" (6,4 mm)
FACE OF ..._ 2-1/4" DIA. j MOUNTING
SPRINKLER (57,2 mm) I PLATE
FITTING riT 1/8
(3.2 mm)
MOUNTING / t SURFACE / 1-3/4° (44.5 mm) /7 1-1/2(38.1 mm)
CLOSURE TY-L
FIGURE 4
SERIES TY-L (TY3211) RECESSED PENDENT SPRINKLER ASSEMBLY
WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT
STYLE 20 RECESSED ESCUTCHEON
5.6 K-FACTOR, 112 INCH NPT
7/16±1/8" 2-7/8" DIA. - 1/2" (12.7 mm)
(11,1±3,2 mm) (73,0 mm) 114" (6.4 mm)
4Jj MOUNTING
MOUNTING f t
SURFACE 1-3L4'(44.5 mml
12 CLOSURE TY-L
FIGURES
SERIES TY-L (TY4211) RECESSED PENDENT SPRINKLER ASSEMBLY
WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT
STYLE 30 RECESSED ESCUTCHEON
&OK-FACTOR, 3/4 INCH NPT
7/16±118" 2-7(8" DIA. 1/2" (12.7 ITIn) (11,1±3,2 mm) (73,0 mm) 1/4° (6,4 mm)
FACE OF ,.. 2-1/4" DIA. j MOUNTING
SPRINKLER (57,2 mm) I PLATE
FITTING 1 IN
(3.2 min)
I MOUNTING/'
SURFACE / 1-314"(44.5 mm)
/ 1-1/2" (38,1 mm)
CLOSURE TV-I -
FIGURE 6
SERIES TY-L (TY4911) RECESSED PENDENT SPRINKLER ASSEMBLY
WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT
STYLE 20 RECESSED ESCUTCHEON
8.0 K-FACTOR, 112 INCH NPT
WRENCH
RECESS
Step 3. Tighten the sprinkler into the
sprinkler fitting using only the W-Type
9 Sprinkler Wrench (Ref. Figure 7),
except that an 8 or 10 inch adjustable
Crescent wrench is to be used for wax
coated sprinklers. With reference to
Figures 1, 2, and 3, the W-Type 9
Sprinkler Wrench is to be applied to
the wrench area, or as applicable, the
adjustable Crescent wrench is to be
applied to the wrenching flanges.
When installing wax coated sprinklers
with the adjustable Crescent wrench,
additional care needs to be exercised
to prevent damage to the wax coating
on the sprinkler wrench flats or frame
arms and, consequently, exposure of
bare metal to the corrosive environ-
ment. The jaws of the wrench should
be opened sufficiently wide to pass
over the wrench flats without damag-
ing the wax coating. Before wrench
tightening the sprinkler, the jaws of the
wrench are to be adjusted to just con-
tact the sprinkler wrench flats. After
wrench tightening the sprinkler, loosen
the wrench jaws before removing the
wrench.
After installation, the sprinkler wrench
flats and frame arms must be in-
spected and the wax coating re-
touched (repaired) whenever the coat-
Page 6 of 8 TFPI 10
ing has been damaged and bare metal
is exposed. The wax coating on the
wrench flats can be retouched by gen-
tly applying a heated 1/8 inch diameter
steel rod to the areas of wax that have
been damaged, to smooth it back over
areas where bare metal is exposed.
NOTES
Only retouching of the wax coating ap-
plied to the wrench flats and frame
arms is permitted, and the retouching
is to be performed only at the time of
the initial sprinkler installation.
The steel rod should be heated only to
the point at which it can begin to melt
the wax, and appropriate precautions
need to be taken, when handling the
heated rod, in order to prevent the
installer from being burned.
If attempts to retouch the wax coating
with complete coverage are unsuc-
cessful, additional wax can be ordered
in the form of a wax stick (the and of
which is color coded). Only the correct
color coded wax is to be used, and
retouching of wrench flats and frame
arms is only permitted at the time of
initial sprinkler installation. With the
steel rod heated as previously de-
scribed, touch the rod to the area re-
quiring additional wax with the rod an-
gled downward, and then touch the
wax stick to the rod approximately
one-half inch away from the area re-
quiring retouching. The wax will melt
and run down onto the sprinkler.
The Series TY-L Recessed Pendent
Sprinklers must be installed in ac-
cordance with the following instruc-
tions.
Step A. After installing the Style 20 or
30 Mounting Plate, as applicable, over
the sprinkler threads and with pipe
thread sealant applied to the pipe
threads, hand tighten the sprinkler into
the sprinkler fitting.
Step B. Tighten the sprinkler into the
sprinkler fitting using only the W-Type
10 Recessed Sprinkler Wrench (Ref.
Figure 8). With reference to Figure 1,
2, 0r3, the W-Type 10 Recessed Sprin-
kler Wrench is to be applied to the
sprinkler wrenching flanges.
Step C. After the ceiling has been in-
stalled or the finish coat has been ap-
plied, slide on the Style 20 or 30 Clo-
sure over the Series TY-L Sprinkler
and push the Closure over the Mount-
ing Plate until its flange comes in con-
tact with the ceiling.
Care and
Maintenance
The Series TY-L Sprinklers must be
maintained and serviced in accord-
ance with the following instructions:
NOTES
Before closing a fire protection system
main control valve for maintenance
work on the fire protection system that
it controls, permission to shutdown the
affected fire protection system must be
obtained from the proper authorities
and all personnel who maybe affected
by this action must be notified.
Absence of an escutcheon, which is
used to cover a clearance hole, may
delay the time to sprinkler operation in
a fire situation.
Sprinklers that are found to be leaking
or exhibiting visible signs of corrosion
must be replaced.
Automatic sprinklers must never be
painted, plated, coated or otherwise
altered after leaving the factory. Modi-
fied or over-heated sprinklers must be
replaced.
Care must be exercised to avoid darn-
age to the sprinklers - before, during,
and after installation. Sprinklers dam-
aged by dropping, striking, wrench
twist/slippage, or the like, must be re-
placed.
Frequent visual inspections are rec-
ommended to be initially performed for
corrosion resistant coated sprinklers,
after the installation has been com-
pleted, to verify the integrity of the cor-
rosion resistant coating. Thereafter,
annual inspections per NFPA 25
should suffice; however, instead of in-
specting from the floor level, a random
sampling of close-up visual inspec-
tions should be made, so as to better
determine the exact sprinkler condi-
tion and the long term integrity of the
corrosion resistant coating, as it may
be affected by the corrosive conditions
present.
The owner is responsible for the in-
spection, testing, and maintenance of
their fire protection system and de-
vices in compliance with this docu-
ment, as well as with the applicable
standards of the National Fire Protec-
tion Association (e.g., NFPA 25), in
addition to the standards of any other
authorities having jurisdiction. The in-
stalling contractor or sprinkler manu-
facturer should be contacted relative to
any questions.
It is recommended that automatic
sprinkler systems be inspected,
tested, and maintained by a qualified
Inspection Service in accordance with
local requirements and/or national
codes.
Limited
Warranty
Products manufactured by Tyco Fire
Products are warranted solely to the
original Buyer for ten (10) years
against defects in material and work-
manship when paid for and properly
installed and maintained under normal
use and service. This warranty will ex-
pire ten (10) years from date of ship-
ment by Tyco Fire Products. No war-
ranty is given for products or
components manufactured by compa-
nies not affiliated by ownership with
Tyco Fire Products or for products and
components which have been subject
to misuse, improper installation, corro-
sion, or which have not been installed,
maintained, modified or repaired in ac-
cordance with applicable Standards of
the National Fire Protection Associa-
tion, and/or the standards of any other
Authorities Having Jurisdiction. Mate-
rials found by Tyco Fire Products to be
defective shall be either repaired or
replaced, at Tyco Fire Products' sole
option. Tyco Fire Products neither as-
sumes, nor authorizes any person to
assume for it, any other obligation in
connection with the sale of products or
parts of products. Tyco Fire Products
shall not be responsible for sprinkler
system design errors or inaccurate or
incomplete information supplied by
Buyer or Buyer's representatives.
IN NO EVENT SHALL TYCO FIRE
PRODUCTS BE LIABLE, IN CON-
TRACT, TORT, STRICT LIABILITY OR
UNDER ANY OTHER LEGAL THE-
ORY, FOR INCIDENTAL, INDIRECT,
SPECIAL OR CONSEQUENTIAL
DAMAGES, INCLUDING BUT NOT
LIMITED TO LABOR CHARGES, RE-
GARDLESS. OF WHETHER TYCO
FIRE PRODUCTS WAS INFORMED
ABOUT THE POSSIBILITY OF SUCH
DAMAGES, AND IN NO EVENT
SHALL TYCO FIRE PRODUCTS' LI-
ABILITY EXCEED AN AMOUNT
EQUAL TO THE SALES PRICE.
THE FOREGOING WARRANTY IS
MADE IN LIEU OF ANY AND ALL
OTHER WARRANTiES EXPRESS OR
IMPLIED. INCLUDING WARRANTiES
OF MERCHANTABILITY AND FiT-
NESS FOR A PARTICULAR PUR-
RATING
I 165 1 165°F174°C
I 212 I 212°F/100°C I
I 280 I 280°F1138°C I
SPRINKLER
I NATURAL BRASS
9 CHROME PLATED
7 LEAD COATED
I WAX COATED
165°F to 280°F
ONLY
8 WAX OVER LEAD
165°F and 212°F
ONLY
TFPIIO Page 7 of 8
P/N 53-XXX-X-XXX
I MODEL/SIN
111 5.6K UPRIGHT (1/2°NPT) TY31I1
112 5.6K PENDENT (1/2°NPT) TY3211
101 8.0K UPRIGHT (3/4°NPT) TY4111
102 8.0K PENDENT (314°NPT) 1Y4211
106 8.0K UPRIGHT (1/2-NPT) 1V4811
107 8.0K PENDENT (112°NPT) TY4911
TABLE B
PART NUMBER SELECTION
SERIES TY-L PENDENTAND UPRIGHT SPRINKLERS
Recessed Escutcheon: Ordering Specify: Style (specify) Recessed Es- Wax Sticks:
Procedure cutcheon with (specify finish), P/N (for retouching wrench damaged (specify). wax coating)
When placing an order, indicate the full 1/2' (15 mm) Specify: (Specify color) color coded
Wax Stick for retouching (specify tern- product name. Refer to the Price List
for complete listing of Part Numbers.
Style 20 Chrome Plated .........P/N 56-705.9.010 perature rating) temperature rated Se-
1/2' (15 mm) ries TV-L Sprinklers, P/N (specify).
Contact your local distributor for avail- Style 20
ability. White Color Red for 185°F .............P/N 56-065-1-155 Coated ...............P/N 55-7054-010 Blue for 212°F and
Sprinkler Assemblies with NPT 1/2' (15 mm) style 20 28(°F ................. P/N 56-065-1-286
Thread Connections: Brass Plated ........... PIN 56-705-2-010 NOTES Specify: (Specify Model/SIN), Stand- 3/4' (20 mm) Style 30 Each wax stick is suitable for retouch- ard Response, (specify K-factor), Chrome Plated.........P/N 56-705.9-011 lfl9 LJ to twenty-five sprinklers. (specify temperature rating), Series 3/4' (20 mm)
TY-L (Specify Pendent or Upright) Style 30 The wax used for 280°F sprinklers is
Sprinkler with (specify type of finish or White Color the same as for 212°Fsprinklers, and,
coating), P/N (specify from Table B). Coated ...............PIN 55-705-4011 therefore, the 2800F sprinkler is limited 3/4° (20mm) to the same maximum ceiling tempera- Style 30 furs Brass Plated ........... PIN 56-705-2-011 as the 212°F sprinkler (i.e.,
150°F).
Sprinkler Wrench:
Specify: W-Type 9 Sprinkler Wrench,
P/N 56-000-1-849.
Specify: W-Type 10 Sprinkler Wrench,
P/N 56-000-1-948.
Page 8 of 8 TFPI 10
TYCO FIRE PRODUCTS, 451 North Cannán Avenue, Lansdale, Pennsylvania 19446
Sheetl - A of 1
9600 Khngerman Street
P.O. Box 3365
South El Monte, CA 91733°USA
Phone: 626.444.0541 *Fax: 626.444.3887
www.afcon.org
e-mail: infoafcon.org
Sway Bracing Calculations per 2002 NFPA 13
Project/Contractor Information Seismic Brace Attachments
Project: SPORTS GIANT Structure Attachment Adapter:
')4) #nla
Project Address: 5928 FARNSWORTH COURT
Listed load rating: n/a
Project City/St. CARLSBAD CA
Structure Attachment Fitting:
Contractor: WEST COAST FIRE PROTECT101 (I2) #076 Universal Locking Attachment End
Contractor Address: 271 ROYMAR RD STE. F Listed load rating: 2,01511) Adj. load rating per 9.3.5.10.3: 1,008 lb
Contractor City/St: OCEANSIDE CA 92083 Pipe Connection Attachment:
cA? Brace Pipe Information #n/a
Listed load rating: fl/a Adj. load rating per 9.3.5.10.3: n/a
Length of Brace: " it Pipe Attachment Fitting:
Diameter of Brace: 1 in #001/020 Sway Brace (Model E)
Type of Brace: Schedule 40 Listed load rating: 655 lb Adj. load rating per 9.3.5.10.3: 328 lb
Angle of Brace: 300 to 440 Seismic Brace Assembly Detail
Least Radius of Gyration: 0.42
LJR Value: 201) Connection Orientation 0
Maximum Horizontal Load: 1,767 lb FASTENER PER NFPA 13
AFCDN 076
Fastener Information
STRUCTURAL \ \ SUPPORTING
MEMBER NFPA 13 Fastener 0 Listed Fastener
Structural Supporting Member: Wood BRACE PIPE
30-44 BEG.
Orientation of connecting surface: "D"
Fastener Type: Lag Bolts-Wood AFCON 001/000 —
Fastener Diameter: 1/2 in
Fastener Length (under head): 4-1/2 in Brace identification no.
(to be used on plans) A
Maximum Load: 315 lb U Lateral Brace 0 Longitudinal Brace I 0 4-Way Brace
Sprinkler System Load Calculation
- Diameter Type Length (ft) Total (if) V2 Weight per it Total Weight
U 3 in Schedule 7 40 ft 40.0 It 4.00 lb/ft 184.00 lb
0
0
0
0
U
Brace Connection Valve/Fitting Factor: 2002- 1.15 Total '/ weight of water-filled pipe 184.00 lb
Filename: C:Program FilesAfconZOlSeismicBraceTooWnTitIed Prolect
Date: 12/21/07 AFCON ZOl Seismic Brace Tool Version 2.0.1 Sheet 1 - A