HomeMy WebLinkAbout5791 VAN ALLEN WAY; ; AS100151; Permit9/15/2020 AS100151 Permit Data
City of Carlsbad
Sprinkler Permit
Permit No: AS100151
Job Address:. 5791 VAN ALLEN WY Status: ISSUED
Permit Type: SPRINK Applied 11/24/2010
Parcel No: 2121304500 Approved: 11/24/2010
Lot #: 0
Reference No.: Issued: 11/24/2010
PC #: Inspector:
Project Title: LIFE TECHNOLOGIES THREE TI FIRE SPRINKLER
INSPECTIONS @ $65/EA
Applicant: Owner:
MIKE L. HUANTE JR. MARARISK CARLSBAD L L C
16035 OLD VALLEY RD C/O LIFE TECHNOLOGIES CORP
LAPUE.NTE, CA 5791 VAN ALLEN WAY
CARLSBAD CA
626-336-0043
Fees ($). Add'I Fees ($) Total ($) Balance ($)
195 0 195 0
I
1/1
V's
Fire Protection Plan Review & Code Consulting
9384 Suva Street
Downey, CA 90240-
(562) 833-3596
To: Mr. Michael Davis - Fire Marshal
City of Carlsbad Fire Department
1635 Faraday Avenue
Carlsbad, CA 92008
Project: Life Technologies CP-B
5791 Van Allen Way
Carlsbad, CA
Date: November 23, 2010
Scope of work: Provide sprinkler protection for 2-level addition to existing building. Design is .45/entire area
w/ Ki 1.2 heads at the attic area, and .1/1500 using quick response extended coverage heads at the under ceiling
area. Building area is +1- 6,000sqft. Structure has been reviewed by an Engineering Company. Total heads - 71
Plan Submittal: (3) set of plans consisting of (2) sheet each, (2) sets of calculations
Plan Received: 11/22/10
Review Comments
We have reviewed the submittal, and it is our opinion that it is in substantial conformance with the
applicable codes and standards in force at this time, including local adopted ordinances. Acceptance of
these plans is recommended subject to the following comments:
1. The extended coverage EC-1 1 sprinkler heads at 1550F are ULK listed quick response at a maximum 18 X 18
when using the style 30 semi recess escutcheon. When the spacing exceeds 18' apart (or 9' to a wall), the
sprinklers shall not use the style 30 semi recess escutcheon. See marked plans
Note I - Portable fire extinguishers shall be provided in accordance with the 2007 CFC
Note 2 - The review is for the new overhead sprinkler system only. The underground fire mains shall be installed
per the approved plans by the Carlsbad Fire Department
Note 3 - This review did not include the analysis of any hazardous materials to be present.
Note 4 -Any fire alarm system required by this system shall be approved by Carlsbad Fire Department and permitted
Note 5 - The Building is not to be used for storage. Should high pile combustible storage be proposed, approval is
required by Carlsbad Fire Department
Note 6 - The roof structure shall be reviewed to verify it can adequately support the larger piping loads
These plans are recommended for acceptance subject to the comments above incorporated onto the
drawings, and contingent upon the City of Carlsbad Fire Department field inspection for compliance.
2Sicerell
James S. arger, E.
Fire Protection Plan Review & Code Consulting
9384 Suva Street
Downey, CA 90240
(562) 833-3596
To: Mike L. Huarte Jr. Fire Protection
1432 17" St.
Santa Monica, CA
Project: Life Technologies CP-B
5791 Van Allen Way
Carlsbad, CA
Date: November 8, 2010
Scope of work: Provide sprinkler protection for 2-level addition to existing building. Design is .45/entire area
wl Ki 1.2 heads at the attic area, and .1/1500 using quick response extended coverage heads at the under ceiling
area. Building area is +1- 6,000sqft. Total heads - 71
Plan Submittal: (3) set of plans consisting of (2) sheet each, (2) sets of calculations
Plan Received: 11/8/10
Review Comments
Review of these plans indicate the following deficiencies requiring correction or additional information:
i. The plans show the use of Ki 1.2 Tyco ELO-23 1 heads. Per the City of Carlsbad FD Standard FPB-039 #1, K8
1 17/32" heads are to be used. The use of other heads shall not be used without a meeting with the building owner
and written approval from the Carlsbad Fire Department. a r"t Cio C. F D,
Provide approval from the building's structural engineer that the light weight roof structure can handle the
sprinkler piping and sway brace loads, based on NFPA 13. This is required per the City of Carlsbad FD Standard
FPB-039 #4. A*9 ISM& UJ.F. !VAWS. G = Vio.
3. The Tyco EC- 11 semi-recess head is only listed as a quick response sprinkler with a 135°F temperature rating at
20 X 20 spacing. Reduce the spacing to a maximum 18 X 18, or change the heads to standard pendent type (not
recessed) 6#C r. e* V. 1W&VAPJr >JI&.016 ja 0107- 29 $rw,, ,
Provide a copy of the hydrant flow test from the City of Carlsbad, off Faraday Ave, near the system point of
connection. Provide a cushion in the water supply for the backflow prevention device. If the existing
underground piping plan is available, design to the public water supply. 5sps,
5. Clearly indicate all revisions on the plans by clouding and delta. Provide a written description of the changes
upon resubmittal. Provide a minimum 4-sets of plans and calculations upon resubmittal
j997
CARLSBAD FIRE PREVENTION DIVISION
Permit Application Form
Check or fill in pertinent information for type of permit you are submitting.
AS -Automatic Sprinklers (Check off type ofplans being submitted)
New System - How many risers/levels?
V Tenant Improvement
Residential - How many systems and/or buildings?
Underground for approval
Underground included for reference only Total Fees
FA - Fire Alarm
25 Devices or less
Over 26 devices # of devices
Monitoring System Total Fees
FS - Fixed Systems (Circle One)
Hood & Duct, Special Chemical Agent Suppression
System, Standpipe, Spray Booth or Appliance. Total Fees
Failed Inspection fee on new construction is $75.00.
Name of Project:
Address of job site: 1 (J.,1/1 / Suite #
Building Permit # CB
Contractor Contractor Information
Name
Address I+'2__ 3f City 6 M- C 04-p4-
Phone 32,9?Fax
Kind of License and Number (',_iLo Exp. Date 13.4 I
Do you currently have a business license on file with the City of Carlsbad? Yes or No
Signature Date /1/24/to .
Please estimate at least 10 business days for plan review comments and/or approval. We will
contact you by telephone when the plans are approved/disapproved. Thank you!
HYDRAULIC CALCULATIONS
FOR
Life Technologies CP-B
5791 Van Allan Way
Carlsbad, CA.
DATE:. 11-22-2010
FILE NO: 1546A
-DESIGN DATA-
OCCUPANCY CLASSIFICATION: Ordinary Hazard Group 2
DENSITY: 0.45 gpm/sq. ft.
AREA OF APPLICATION: 3000 sq. ft.
COVERAGE PER SPRINKLER: Varies (100 sq. ft. max.)
MINIMUM FLOW PER SPRINKLER: 38.0 gpm
NUMBER OF SPRINKLERS CALCULATED: 37
TOTAL SPRINKLER WATER FLOW REQUIRED: 1572.7 gpm
TOTAL WATER REQUIRED (Including hose): 2072.7 gpm
FLOW & PRESSURE (@ BOR) : 1672.7 gpm @ 78.6 psi
Items listed in bold print are automatically transfered from the ca1cu1ati6n report
Mlnl5l...
0 0 0
0 0 N
(N
0
0
(N
0
0
L1)
0
0 N
0
0
0
0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/22/2010 H:\DATA\1546A.SDF JOB TITLE: Life
0 (N CO 00 c 00
OOCr104 U)U)Cr1 04U),-1_-_
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 11/22/2010 H:\DATA\1546A.SDF JOB TITLE: Life
NFPA WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
S 121.5 117.0 1920.0 116.3 2072.7 93.0
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 2072.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 400.0 GPM
OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1572.7 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM)
S -3.0 SOURCE 93.0 1672.7 A -3.0 - - - - 92.4 - - - B -3.0 - - - - 87.4
C -3.0 - - - - 86.3 - - - D -3.0 - - - - 81.6 - - - BOR 0.5 HOSE STREAM 78.6 100.0 TOR 31.0 - - - - 57.3
POC 31.0 - - - - 34.5
1 33.0 K=10.60 15.7 42.0 2 33.0 K=10.10 15.8 40.2 3 33.0 K=10.10 16.4 40.9 4 33.0 K=10.60 14.0 39.7 5 33.0 K=10.10 14.2 38.0 6 33.0 K=10.10 14.6 38.6 7 330 K=10.60 16.1 42.5 8 33.0 K=10.60 14.2 39.9 9 33.0 K=10.10 14.3 38.2 10 33.0 K=10.10 14.8 38.8 11 33.0 K=10.60 16.3 42.8 12 33.0 K=10.60 14.5 40.4 13 33.0 K=10.10 14.7 38.7 14 33.0 K=10.10 15.1 39.3 15 33.0 K=10.60 16.7 43.3 16 33.0 K=10.60 15.1 41.2 17 33.0 K=10.10 15.3 39.5 18 33.0 K=10.10 15.8 40.1 19 33.0 K=10.60 17.6 44.4 20 33.0 K=10.10 15.2 39.4 21 33.0 K=10.10 15.4 39.6 22 33.0 K=10.10 15.9 40.2 23 33.0 K=10.10 16.7 41.3 24 33.0 K=10.60 16.4 42.9 25 33.0 K=10.10 16.7 41.2 26 33.0 K=10.10 16.8 41.4
NOTES
r
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
H:\DATA\1546A.SDF DATE: 11/22/2010
JOB TITLE: Life
NODE ANALYSIS DATA
NODE TAG ELEVATION
(FT)
27 33.0
28 33.0
29 33.0
30 33.0
31 33.0
32 33.0
33 33.0
34 33.0
35 33.0
36 33.0
37 33.0
38 32.0
39 32.0
40 32.0
41 32.0
42 32.0
43 32.0
44 320
45 32.0
46 32.0
47 31.0
48 31.0
49 31.0
50 31.0
51 31.0
52 31.0
53 31.0
54 31.0
55 31.0
NODE TYPE PRESSURE DISCHARGE
(PSI) (GPM)
K=10.10 17.3 42.1
K=10.10 18.2 43.1
K=10.60 17.9 44.8
K=10.10 19.9 45.1
K=10.10 20.1 45.3
K=10.10 20.7 45.9
K=10.60 22.6 50.4
K=10.60 22.6 50.4
K=10.10 22.8 48.2
K=10.10 23.5 49.0
K=10.60 25.8 53.8
- - - - 17.6 - - -
- - - - 16.8 - - -
- - - - 17.0 - - -
- - - - 17.4 - - -
- - - - 18.1 - - -
- - - - 18.1 - - -
- - - - 19.7 - - -
- - - - 23.5 - - -
- - - - 26.7 - - -
- - - - 19.6 - - -
- - - - 19.7 - - -
- - - - 19.9 - - -
- - - - 20.3 - - -
- - - - 21.1 - - -
- - - - 22.4 - - -
- - - - 24.4 - - -
- - - - 27.2 - - -
- - - - 30.9 - - -
NOTES
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 11/22/2010 H:\DATA\1546A.SDF
JOB TITLE: Life
NFPA PIPE DATA
Pipe Tag K-fac
Frm Node El (ft) PT
To Node El (ft) PT
Pipe: 1 10.60
2 33.0 15.8
1 33.0 15.7
Pipe: 2 10.10
3 33.0 16.4
2 33.0 15.8
Pipe: 3 10.10
38 32.0 17.6
3 33.0 16.4
Pipe: 4 10.60
5 33.0 14.2
4 33.0 14.0
Pipe: 5 10.10
6 33.0 14.6
5 33.0 14.2
Pipe: 6 10.10
39 32.0 16.8
6 33.0 14.6
Pipe: 7 10.60
39 32.0 16.8
7 33.0 16.1
Pipe: 8 10.60
9 33.0 14.3
8 33.0 14.2
Pipe: 9 10.10
10 33.0 14.8
9 33.0 14.3
Pipe: 10 10.10
40 32.0 17.0
10 33.0 14.8
Pipe: 11 10.60
40 32.0 17.0
11 33.0 16.3
Pipe: 12 10.60
13 33.0 14.7
12 33.0 14.5
Add Fl Add Fl To Fit: L C (Pt)
(q) Node/ Nom ID Eq.Ln. F (Pe)
Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
42.0 Disch 8.00 120 0.2
0.0 2.000 ---- 0.00 0.0
42.0 2.067 8.00 0.019 0.2
40.2 Disch 8.00 120 0.5
42.0 1 2.000 ---- 0.00 0.0
82.2 2.067 8.00 0.065 0.5
40.9 Disch 1.00 120 1.3
82.2 2 2.000 E: 5.0 5.00 -0.4
123.0 2.067 6.00 0.138 0.8
39.7 Disch 8.00 120 0.1
0.0 2.000 ---- 0.00 0.0
39.7 2.067 8.00 0.017 0.1
38.0 Disch 8.00 120 0.5
39.7 4 2.000 ---- 0.00 0.0
77.7 2.067 8.00 0.059 0.5
38.6 Disch 4.00 120 2.2
77.7 5 2.000 T:10.0 10.00 -0.4
116.3 2.067 14.00 0.124 1.7
42.5 Disch 4.00 120 0.7
0.0 2.000 T:10.0 10.00 -0.4
42.5 2.067 14.00 0.019 0.3
39.9 Disch 8.00 120 0.1
0.0 2.000 ---- 0.00 0.0
39.9 2.067 8.00 0.017 0.1
38.2 Disch 8.00 120 0.5
39.9 8 2.000 ---- 0.00 0.0
78.1 2.067 8.00 0.059 0.5
38.8 Disch 4.00 120 2.2
78.1 9 2.000 T:10.0 10.00 -0.4
116.9 2.067 14.00 0.125 1.8
42.8 Disch 4.00 120 0.7
0.0 2.000 T:10.0 10.00 -0.4
42.8 2.067 14.00 0.020 0.3
40.4 Disch 8.00 120 0.1
0.0 2.000 ---- 0.00 0.0
40.4 2.067 8.00 0.018 0.1
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 11/22/2010 H:\DATA\1546A.SDF
JOB TITLE: Life
Pipe Tag K-fac
Frm Node El (ft) PT
To Node El (ft) PT
Pipe: 13 10.10
14 33.0 15.1
13 33.0 14.7
Pipe: 14 10.10
41 32.0 17.4
14 33.0 15.1
Pipe: 15 10.60
41 32.0 17.4
15 33.0 16.7
Pipe: 16 10.60
17 33.0 15.3
16 33.0 15.1
Pipe: 17 10.10
18 33.0 15.8
17 33.0 15.3
Pipe: 18 10.10
42 32.0 18.1
18 33.0 15.8
Pipe: 19 10.60
42 32.0 18.1
19 33.0 17.6
Pipe: 20 10.10
21 33.0 15.4
20 33.0 15.2
Pipe: 21 10.10
22 33.0 15.9
21 33.0 15.4
Pipe: 22 10.10
43 32.0 18.1
22 33.0 15.9
Pipe: 23 10.60
23 33.0 16.7
24 33.0 16.4
Pipe: 24 10.10
43 32.0 18.1
23 33.0 16.7
Pipe: 25 10.10
26 33.0 16.8
25 33.0 16.7
Add Fl Add Fl To Fit: L C (Pt)
(q) Node/ Nom ID Eq.Ln. F (Pe)
Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf)
38.7 Disch 8.00 120 0.5
40.4 12 2.000 ---- 0.00 0.0
79.1 2.067 8.00 0.061 0.5
39.3 Disch 4.00 120 2.2
79.1 13 2.000 T:10.0 10.00 -0.4
118.4 2.067 14.00 0.128 1.8
43.3 Disch 4.00 120 0.7
0.0 2.000 T:10.0 10.00 -0.4
43.3 2.067 14.00 0.020 0.3
41.2 Disch 8.00 120 0.1
0.0 2.000 ---- 0.00 0.0
41.2 2.067 8.00 0.018 0.1
39.5 Disch 8.00 120 0.5
41.2 16 2.000 ---- 0.00 0.0
80.7 2.067 8.00 0.063 0.5
40.1 Disch 4.00 120 2.3
80.7 17 2.000 T:10.0 10.00 -0.4
120.8 2.067 14.00 0.133 1.9
44.4 Disch 4.00 120 0.5
0.0 2.000 ---- 0.00 -0.4
44.4 2.067 4.00 0.021 0.1
39.4 Disch 8.00 120 0.1
0.0 2.000 ---- 0.00 0.0
39.4 2.067 8.00 0.017 0.1
39.6 Disch 8.00 120 0.5
39.4 20 2.000 ---- 0.00 0.0
79.0 2.067 8.00 0.061 0.5
40.2 Disch 4.00 120 2.3
79.0 21 2.000 T:10.0 10.00 -0.4
119.3 2.067 14.00 0.130 1.8
42.9 Disch 11.00 120 0.3
0.0 2.000 E: 5.0 5.00 0.0
42.9 2.067 16.00 0.020 0.3
41.3 Disch 4.67 120 1.4
42.9 24 2.000 T:10.0 10.00 -0.4
84.1 2.067 14.67 0.068 1.0
41.2 Disch 8.00 120 0.1
0.0 2.000 ---- 0.00 0.0
41.2 2.067 8.00 0.018 0.1
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7
DATE: 11/22/2010 H:\DATA\1546A.SDF
JOB TITLE: Life
Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)
Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) 1'
To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 26 10.10 41.4 Disch 8.00 120 0.5
27 33.0 17.3 41.2 25 2.000 ---- 0.00 0.0
26 33.0 16.8 82.6 2.067 8.00 0.066 0.5
Pipe: 27 10.10 42.1 Disch 4.00 120 2.4
44 32.0 19.7 82.6 26 2.000 T:10.0 10.00 -0.4
27 33.0. 17.3 124.7 2.067 14.00 0.141 2.0
Pipe: 28 10.60 44.8 Disch 11.00 120 0.3
28 33.0 18.2 0.0 2.000 E: 5.0 5.00 0.0
29 33.0 17.9 44.8 2.067 16.00 0.021 0.3
Pipe: 29 10.10 43.1 Disch 4.67 120 1.5
44 32.0 19.7 44.8 29 2.000 T:10.0 10.00 -0.4
28 33.0 18.2 87.9 2.067 14.67 0.074 1.1
Pipe: 30 10.10 45.1 Disch 8.00 120 0.2
31 33.0 20.1 0.0 2.000 ---- 0.00 0.0
30 33.0 19.9 45.1 2.067 8.00 0.021 0.2
Pipe: 31 10.10 45.3 Disch 8.00 120 0.6
32 33.0 20.7 45.1 30 2.000 ---- 0.00 0.0
31 33.0 20.1 90.3 2.067 8.00 0.078 0.6
Pipe: 32 10.10 45.9 Disch 4.00 120 2.8
45 32.0 23.5 90.3 31 2.000 T:10.0 10.00 -0.4
32 33.0 20.7 136.3 2.067 14.00 0.167 2.3
Pipe: 33 10.60 50.4 Disch 4.67 120 0.8
45 32.0 23.5 0.0 2.000 T:10.0 10.00 -0.4
33 33.0 22.6 50.4 2.067 14.67 0.026 0.4
Pipe: 34 10.60 50.4 Disch 8.00 120 0.2
35 33.0 22.8 0.0 2.000 ---- 0.00 0.0
34 33.0 22.6 50.4 2.067 8.00 0.026 0.2
Pipe: 35 10.10 48.2 Disch 8.00 120 0.7
36 33.0 23.5 50.4 34 2.000 ---- 0.00 0.0
35 33.0 22.8 98.6 2.067 8.00 0.092 0.7
10.10 49.0 Disch
Pipe: 36 0.0 4.00 120 3.1
46 32.0 26.7 98.6 35 2.000 T:10.0 10.00 -0.4
36 33.0 23.5 147.6 2.067 14.00 0.193 2.7
Pipe: 37 10.60 53.8 Disch 4.67 120 0.9
46 32.0 26.7 0.0 2.000 T:10.0 10.00 -0.4
37 33.0 25.8 53.8 2.067 14.67 0.030 0.4
Pipe: 38 0.0 0.0 1.00 120 1.9
47 31.0 19.6 123.0 3 2.000 T:10.0 10.00 -0.4
38 32.0 17.6 123.0 2.067 11.00 0.138 1.5
- I J
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8
DATE: 11/22/2010 H:\DATA\1546A.SDF
JOB TITLE: Life
Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)
Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe)
To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 39 0.0 116.3 6 1.00 120 2.9
48 31.0 19.7 42.5 7 2.000 T:10.0 10.00 -0.4
39 32.0 16.8 158.8 2.067 11.00 0.221 2.4
Pipe: 40 0.0 116.9 10 1.00 120 2.9
49 31.0 19.9 42.8 11 2.000 T:10.0 10.00 -0.4
40 32.0 17.0 159.7 2.067 11.00 0.223 2.5
Pipe: 41 0.0 118.4 14 1.00 120 2.9
50 31.0 20.3 43.3 15 2.000 T:10.0 10.00 -0.4
41 32.0 17.4 161.6 2.067 11.00 0.228 2.5
Pipe: 42 0.0 120.8 18 1.00 120 3.1
51 31.0 21.1 44.4 19 2.000 T:10.0 10.00 -0.4
42 32.0 18.1 165.2 2.067 11.00 0.238 2.6
Pipe: 43 0.0 84.1 23 1.00 120 4.3
52 31.0 22.4 119.3 22 2.000 T:10.0 10.00 -0.4
43 32.0 18.1 203.4 2.067 11.00 0.349 3.8
Pipe: 44 0.0 87.9 28 1.00 120 4.6
53 31.0 24.4 124.7 27 2.000 T:10.0 10.00 -0.4
44 32.0 19.7 212.6 2.067 11.00 0.379 4.2
Pipe: 45 0.0 136.3 32 1.00 120 3.7
54 31.0 27.2 50.4 33 2.000 T:10.0 10.00 -0.4
45 32.0 23.5 186.7 2.067 11.00 0.298 3.3
Pipe: 46 0.0 147.6 36 1.00 120 4.2
55 31.0 30.9 53.8 37 2.000 T:10.0 10.00 -0.4
46 32.0 26.7 201.4 2.067 11.00 0.343 3.8
Pipe: 47 0.0 0.0 9.50 120 0.1
48 31.0 19.7 123.0 38 B4.000 E:13.0 13.00 0.0
47 31.0 19.6 123.0 4.260 22.50 0.004 0.1
Pipe: 48 0.0 123.0 47 10.50 120 0.2
49 31.0 19.9 158.8 39 B4.000 ---- 0.00 0.0
48 31.0 19.7 281.9 4.260 10.50 0.019 0.2
Pipe: 49 0.0 281.9 48 10.50 120 0.5
50 31.0 20.3 159.7 40 B4.000 ---- 0.00 0.0
49 31.0 19.9 441.6 4.260 10.50 0.043 0.5
Pipe: 50 0.0 441.6 49 10.50 120 0.8
51 31.0 21.1 161.6 41 B4.000 ---- 0.00 0.0
50 31.0 20.3 603.2 4.260 10.50 0.077 0.8
Pipe: 51 0.0 603.2 50 10.50 120 1.3
52 31.0 22.4 165.2 42 B4.000 ---- 0.00 0.0
51 31.0 21.1 768.4 4.260 10.50 0.121 1.3
Fit: L C
Eq.Ln. F
(ft.) T Pf/ft.
10.50 120
0 ---- 0.00
0 10.50 0.186
10.50 120
0 ---- 0.00
0 10.50 0.269
10.50 120
0 ---- 0.00
0 10.50 0.352
8.00 120
0 ---- 0.00
0 8.00 0.454
258.00 .120
0 E:18.0 94.00
7 2T:76.0 352.00 0.065
ETGA 30.50 120
0 95.00
7 125.50 0.065
3.50 140
0 E:22.0 22.00
0 25.50 0.058
30.00 140
0 T:47.0 52.00
0 G: 5.0 82.00 0.058
220.00 140
---- 0.00
0 220.00 0.005
assure Loss Device
5.0 psi, 1672.6 gpm
(Pt)
(Pe)
(Pf)
2.0
0.0
2.0
3.7
0.0
3.7
3.6
0.0
3.6
22.8
0.0
22.8
21.3
-13.2
8.1
3.0
-1.5
1.5
4.7
0.0
4.7
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9
DATE: 11/22/2010 H:\DATA\1546A.SDF
JOB TITLE: Life
Pipe Tag K-fac
Frm Node El (ft) PT
To Node El (ft) PT
Pipe: 52 0.0
53 31.0 24.4
52 31.0 22.4
Pipe: 53 0.0
54 31.0 27.2
53 31.0 24.4
Pipe: 54 0.0
55 31.0 30.9
54 31.0 27.2
Pipe: 55 0.0
POC 31.0 34.5
55 31.0 30.9
Pipe: 56 0.0
TOR 31.0 57.3
POC 31.0 34.5
Pipe: 57 0.0
BOR 0.5 78.6
TOR 31.0 57.3
Pipe: 58 H.S.
D -3.0 81.6
BOR 0.5 78.6
Pipe: 59 0.0
C -3.0 86.3
D -3.0 81.6
Pipe: 60 0.0
B -3.0 87.4
C -3.0 86.3
Pipe: 61
A -3.0 92.4
B -3.0 87.4
Pipe: 62 Source
S -3.0 93.0
A -3.0 92.4
Add Fl Add Fl To
(q) Node/ Nom ID
Tot.(Q) Disch Act ID
768.4 51
203.4 43 B4.00
971.8 4.26
971.8 52
212.6 44 84.00
1184.5 4.26
1184.5 53
186.7 45 B4.00
1371.2 4.26
1371.2 54
201.4 46 84.00
1572.6 4.26
0.0
1572.6 55 B6.00
1572.6 6.35
0.0
1572.6 POC 86.00
1572.6 6.35
100.0 Disch
1572.6 TOR D6.00
1672.6 6.28
0.0
1672.6 BOR D6.00
1672.6 6.28
0.0
1672.6 D D10.0
1672.6 10.40'
0.0 Fixed Pr
1672.6 C
1672.6
0.0
1672.7 B D1O.01
1672.7 10.40
40.00 140
T:80.0 88.00
0 G: 8.0 128.00 0.005
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 11/22/2010 H:\DATA\1546A.SDF JOB TITLE: Life
NOTES (HASS):
Calculations were performed by the HASS 8.1 computer program
under license no. 38021611 granted by
HRS Systems, Inc.
208 South Public Square
Petersburg, TN 37144
(931) 659-9760
The system has been calculated to provide an average
imbalance at each node of 0.003 gpm and a maximum
imbalance at any node of 0.169 gpm.
Total pressure at each node is used in balancing the system.
Maximum water velocity is 35.4 ft/sec at pipe 55.
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11
DATE: 11/22/2010 H:\DATA\1546A.SDF
JOB TITLE: Life
Utility Report:
Equivalent K-Factor Calculator
Node Sprinkler Pres. Dia. Pipe Ftgs. Total H-W Equivalent
Name K-Factor (psi) (in) Len. (ft) Len. (ft) coef. K-factor
------------------------------------------------------------------------
eqk-E 11.20 7.00 1.049 1.00 E 3.00 120.00 10.60
eqk-T 11.20 7.00 1.049 1.00 T 6.00 120.00 10.10
HYDRAULIC CALCULATIONS
FOR
Life Technologies CP-B
5791 Van Allan Way
Carlsbad, CA.
DATE: 11-22-2010
FILE NO: 15468
-DESIGN DATA-
OCCUPANCY CLASSIFICATION: Light Hazard
DENSITY: 0.10 gpm/sq. ft.
AREA OF APPLICATION: 1500 sq. ft.
COVERAGE PER SPRINKLER: 400 sq. ft. (20' x 20' max)
MINIMUM FLOW PER SPRINKLER: 40.0 gpm
NUMBER OF SPRINKLERS CALCULATED: 9
TOTAL SPRINKLER WATER FLOW REQUIRED: 416.3 gpm
TOTAL WATER REQUIRED (including hose): 516.3 gpm
FLOW AND PRESSURE (@ BOR): 416.3 gpm @ 67.6 psi
Items listed in bold print are automatically transfered from the calculation report
Aslool5k
0
0
CIO
0 0 0
c'J
0
0
H
0
0
ILl
0
0
c.\J H
0
0
H
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/22/2010 H:\DATA\1546B.SDF JOB TITLE: Life
N C. C. C. C. 0 0 00 0 H00 Lfl (N H H
QU)•-1--
SPRINKLER SYSTEM HYDRAULIC ANALYSIS
DATE: 11/22/2010
JOB TITLE: Life
NFPA WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL
NODE PRESS. PRESS. @ PRESS. @ DEMAND
TAG (PSI) (PSI) (GPM) (PSI) (GPM)
S 121.5 117.0 1920.0 121.1 516.3
Page 3
H:\DATA\1546B.SDF
REQ'D
PRESS.
(PSI)
74.7
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 516.3 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM
OTHER HOSE STREAM ALLOWANCES 0.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 416.3 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT) (PSI) (GPM)
S -3.0 SOURCE 74.7 416.3
A -3.0 - - - - 74.6 - - -
B -3.0 - - - - 69.6 - - -
C -3.0 - - - - 69.6
D -3.0 - - - - 69.2
BOR 0.5 - - - - 67.6
TOR 31.0 - - - - 53.7
POC 31.0 - - - - 51.7
1 33.0 - - - - 49.9 - - -
2. 33.0 - - - - 49.9 - - -
3 33.0 - - - - 49.9 - - -
4 33.0 - - - - 49.9 - - -
5 .. 33.0 - - - - 49.9 - - -
6 33.0 - - - - 49.9 - - -
7 33.0 - - - - 49.9 - - -
8 33.0 - - - - 49.9' - - -
9 33.0 - - - - 49.9 - - -
10 33.0 - - - - 49.9 - - -
11 33.0 - - - - 49.9 - - -
12 33.0 - - - - 49.9 - - -
13 33.0 - - - - 49.9 - - -
14 33.0 - - - - 49.9 - - -
15 33.0 - - - - 49.9 - - -
16 33.0 - - - - 49.9 - - -
17 33.0 - - - - 49.9 - - -
18 33.0 - - - - 49.9 - - -
19 33.0 - - - - 49.9 - - -
20 33.0 - - - - 42.8 - - -
21 33.0 - - - - 44.2 - - -
22 33.0 -' - - - 45.6 - - -
23 33.0 - - - - 48.0 - - -
24 33.0 - - - - 48.0 - - -
25 33.0 - - - - 43.0 - - -
26 33.0 - - - - 44.3 - - -
NOTES
DATE: 11/22/2010
JOB TITLE: Life
NODE ANALYSIS DATA
NODE TAG ELEVATION
(FT)
27 33.0
28 33.0
29 33.0
30 33.0
31 33.0
32 33.0
33 33.0
34 33.0
35 33.0
36 33.0
37 33.0
38 32.0
39 32.0
40 32.0
41 32.0
42 32.0
43 32.0
44 32.0
45 32.0
46 32.0
47 31.0
48 31.0
49 31.0
50 31.0
51 31.0
52 31.0
53 31.0
54 31.0
55 31.0
81 32.0
82 32.0
83 32.0
84 12.0
85 12.0
86 12.0
87 12.0
88 12.0
89 12.0
90 12.0
91 12.0
92 12.0
93 12.0
94 12.0
95 12.0
NODE TYPE PRESSURE DISCHARGE
(PSI) (GPM)
- - - - 45.7 - - -
- - - - 48.1 - - -
- - - - 48.1 - - -
- - - - 43.0 - - -
- - - - 44.4 - - -
- - - - 45.8 - - -
- - - - 48.2 - - -
- - - - 50.5 - - -
- - - - 50.5 - - -
- - - - 50.5 - - -
- - - - 50.5 - - -
- - - - 50.3 - - -
- - - - 50.3 - - -
- - - - 50.3 - - -
- - - - 50.3 - - -
- - - - 50.3 - - -
- - - - 48.4 - - -
- - - - 48.5 - - -
- - - - 48.6 - - -
- - - - 51.0 - - -
- - - - 50.8 - - -
- - - - 50.8 - - -
- - - - 50.8 - - -
- - - - 50.8 - - -
- - - - 50.8 - - -
- - - - 50.8 - - -
- - - - 50.8 - - -
- - - - 51.0 - - -
- - - - 51.4 - - -
- - - - 41.3 - - -
- - - - 41.4 - - -
- - - - 36.9 - - -
- - - - 35.8 - - -
- - - - 36.2 - - -
- - - - 31.6 - - -
K= 9.94 26.4 51.1
K= 9.94 21.8 46.4
K=10.43 16.6 42.4
K= 9.94 25.9 50.6
K= 9.94 22.7 47.3
K=10.43 14.7 40.0
K= 9.94 26.3 51.0
K= 9.94 21.3 45.9
K=10.43 16.0 41.7
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
H:\DATA\1546B.SDF
NOTES
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 11/22/2010 H:\DATA\1546B.SDF
JOB TITLE: Life
NFPA PIPE DATA
Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)
Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) 1'
To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf)
Pipe: 1 0.0 0.0 8.00 120 0.0
2 33.0 49.9 0.0 2.000 ---- 0.00 0.0 1 33.0 49.9 0.0 2.067 8.00 0.000 0.0
Pipe: 2 0.0 0.0 8.00 120 0.0 2 33.0 49.9 0.0 2.000 ---- 0.00 0.0 3 33.0 49.9 0.0 2.067 8.00 0.000 0.0
Pipe: 3 0.0 0.0 1.00 120 0.4 38 32.0 50.3 0.0 2.000 E: 5.0 5.00 -0.4
3 33.0 49.9 0.0 2.067 6.00 0.000 0.0
Pipe: 4 0.0 0.0 8.00 120 0.0 4 33.0 49.9 0.0 2.000 ---- 0.00 0.0 5 33.0 49.9 0.0 2.067 8.00 0.000 0.0
Pipe: 5 0.0 0.0 8.00 120 0.0 6 33.0 49.9 0.0 2.000 ---- 0.00 0.0 5 33.0 49.9 0.0 2.067 8.00 0.000 0.0
Pipe: 6 0.0 0.0 4.00 120 0.4 6 33.0 49.9 0.0 2.000 T:10.0 10.00 0.4 39 32.0 50.3 0.0 2.067 14.00 0.000 0.0
Pipe: 7 0.0 0.0 4.00 120 0.4 39 32.0 50.3 0.0 2.000 T:10.0 10.00 -0.4 7 33.0 49.9 0.0 2.067 14.00 0.000 0.0
Pipe: 8 0.0 0.0 8.00 120 0.0
8 33.0 49.9 0.0 2.000 ---- 0.00 0.0 9 33.0 49.9 0.0 2.067 8.00 0.000 0.0
Pipe: 9 0.0 0.0 8.00 120 0.0
9 33.0 49.9 0.0 2.000 ---- 0.00 0.0 10 33.0 49.9 0.0 2.067 8.00 0.000 0.0
Pipe: 10 0.0 0.0 4.00 120 0.4 40 32.0 50.3 0.0 2.000 T:10.0 10.00 -0.4 10 33.0 49.9 0.0 2.067 14.00 0.000 0.0
Pipe: 11 0.0 0.0 4.00 120 0.4 11 33.0 49.9 0.0 2.000 T:10.0 10.00 0.4 40 32.0 50.3 0.0 2.067 14.00 0.000 0.0
Pipe: 12 0.0 0.0 8.00 120 0.0 13 33.0 49.9 0.0 2.000 ---- 0.00 0.0 12 33.0 49.9 0.0 2.067 8.00 0.000 0.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 11/22/2010 H:\DATA\1546B.SDF
JOB TITLE: Life
Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)
Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) 1'
To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 13 0.0 0.0 8.00 120 0.0
13 33.0 49.9 0.0 2.000 ---- 0.00 0.0
14 33.0 49.9 0.0 2.067 8.00 0.000 0.0
Pipe: 14 0.0 0.0 4.00 120 0.4
14 33.0 49.9 0.0 2.000 T:10.0 10.00 0.4
41 32.0 50.3 0.0 2.067 14.00 0.000 0.0
Pipe: 15 0.0 0.0 4.00 120 0.4
15 33.0 49.9 0.0 2.000 T:10.0 10.00 0.4
41 32.0 50.3 0.0 2.067 14.00 0.000 0.0
Pipe: 16 0.0 0.0 8.00 120 0.0
17 33.0 49.9 0.0 2.000 ---- 0.00 0.0
16 33.0 49.9 0.0 2.067 8.00 0.000 0.0
Pipe: 17 0.0 0.0 8.00 120 0.0
18 33.0 49.9 0.0 2.000 ---- 0.00 0.0
17 33.0 49.9 0.0 2.067 8.00 0.000 0.0
Pipe: 18 0.0 0.0 4.00 120 0.4
18 33.0 49.9 0.0 2.000 T:10.0 10.00 0.4
42 32.0 50.3 0.0 2.067 14.00 0.000 0.0
Pipe: 19 0.0 0.0 4.00 120 0.4
42 32.0 50.3 0.0 2.000 ---- 0.00 -0.4
19 33.0 49.9 0.0 2.067 4.00 0.000 0.0
Pipe: 20 0.0 0.0 8.00 120 1.4
21 33.0 44.2 138.6 83 2.000 ---- 0.00 0.0
20 33.0 42.8 138.6 2.067 8.00 0.172 1.4
Pipe: 21 0.0 0.0 8.00 120 1.4
22 33.0 45.6 138.6 20 2.000 ---- 0.00 0.0
21 33.0 44.2 138.6 2.067 8.00 0.172 1.4
Pipe: 22 0.0 0.0 4.00 120 2.8
43 32.0 48.4 138.6 21 2.000 T:10.0 10.00 -0.4
22 33.0 45.6 138.6 2.067 14.00 0.172 2.4
Pipe: 23 0.0 0.0 11.00 120 0.0
24 33.0 48.0 0.0 2.000 E: 5.0 5.00 0.0
23 33.0 48.0 0.0 2.067 16.00 0.000 0.0
Pipe: 24 0.0 0.0 4.67 120 0.4
23 33.0 48.0 0.0 2.000 T:10.0 10.00 0.4
43 32.0 48.4 0.0 2.067 14.67 0.000 0.0
Pipe: 25 0.0 0.0 8.00 120 1.4
26 33.0 44.3 137.9 82 2.000 ---- 0.00 0.0
25 33.0 43.0 137.9 2.067 8.00 0.170 1.4
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7
DATE: 11/22/2010 H:\DATA\1546B.SDF
JOB TITLE: Life
Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)
Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe)
To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 26 0.0 0.0 8.00 120 1.4
27 33.0 45.7 137.9 25 2.000 ---- 0.00 0.0
26 33.0 44.3 137.9 2.067 8.00 0.170 1.4
Pipe: 27 0.0 0.0 4.00 120 2.8
44 32.0 48.5 137.9 26 2.000 T:10.0 10.00 -0.4
27 33.0 45.7 137.9 2.067 14.00 0.170 2.4
Pipe: 28 0.0 0.0 11.00 120 0.0
29 33.0 48.1 0.0 2.000 E: 5.0 5.00 0.0
28 33.0 48.1 0.0 2.067 16.00 0.000 0.0
Pipe: 29 0.0 0.0 4.67 120 0.4
44 32.0 48.5 0.0 2.000 T:10.0 10.00 -0.4
28 33.0 48.1 0.0 2.067 14.67 0.000 0.0
Pipe: 30 0.0 0.0 8.00 120 1.4
31 33.0 44.4 139.9 81 2.000 ---- 0.00 0.0
30 33.0 43.0 139.9 2.067 8.00 0.175 1.4
Pipe: 31 0.0 0.0 8.00 120 1.4
32 33.0 45.8 139.9 30 2.000 ---- 0.00 0.0
31 33.0 44.4 139.9 2.067 8.00 0.175 1.4
Pipe: 32 0.0 0.0 4.00 120 2.9
45 32.0 48.6 139.9 31 2.000 T:10.0 10.00 -0.4
32 33.0 45.8 139.9 2.067 14.00 0.175 2.4
Pipe: 33 0.0 0.0 4.67 120 0.4
45 32.0 48.6 0.0 2.000 T:10.0 10.00 -0.4
33 33.0 48.2 0.0 2.067 14.67 0.000 0.0
Pipe: 34 0.0 0.0 8.00 120 0.0
35 33.0 50.5 0.0 2.000 ---- 0.00 0.0
34 33.0 50.5 0.0 2.067 8.00 0.000 0.0
Pipe: 35 0.0 0.0 8.00 120 0.0
35 33.0 50.5 0.0 2.000 ---- 0.00 0.0
36 33.0 50.5 0.0 2.067 8.00 0.000 0.0
Pipe: 36 0.0 0.0 4.00 120 0.4
46 32.0 51.0 0.0 2.000 T:10.0 10.00 -0.4
36 33.0 50.5 0.0 2.067 14.00 0.000 0.0
Pipe: 37 0.0 0.0 4.67 120 0.4
46 32.0 51.0 0.0 2.000 T:10.0 10.00 -0.4
37 33.0 50.5 0.0 2.067 14.67 0.000 0.0
Pipe: 38 0.0 0.0 1.00 120 0.4 38 32.0 50.3 0.0 2.000 T:10.0 10.00 0.4 47 31.0 50.8 0.0 2.067 11.00 0.000 0.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8
DATE: 11/22/2010 H\DATA\1546B.SDF
JOB TITLE: Life
Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)
Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe)
To Node. El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 39 0.0 .0.0 1.00 120 0.4
39 32.0 50.3 0.0 2.000 T:10.0 10.00 0.4
48 31.0 50.8 0.0 2.067 11.00 0.000 0.0
Pipe: 40 0.0 0.0 1.00 120 0.4
40 32.0 50.3 0.0 2.000 T:10.0 10.00 0.4
49 31.0 50.8 0.0 2.067 11.00 0.000 0.0
Pipe: 41 0.0 0.0 1.00 120 0.4
50 31.0 50.8 0.0 2.000 T:10.0 10.00 -0.4
41 32.0 50.3 0.0 2.067 11.00 0.000 0.0
Pipe: 42 0.0 0.0 1.00 120 0.4
42 32.0 50.3 0.0 2.000 T:10.0 10.00 0.4
51 31.0 50.8 0.0 2.067 11.00 0.000 0.0
Pipe: 43 0.0 0.0 1.00 120 2.3
52 31.0 50.8 138.6 22 2.000 T:10.0 10.00 -0.4
43 32.0 48.4 138.6 2.067 11.00 0.172 1.9
Pipe: 44 0.0 0.0 28 1.00 120 2.3
53 31.0 50.8 137.9 27 2.000 T:10.0 10.00 -0.4
44 32.0 48.5 137.9 2.067 11.00 0.170 1.9
Pipe: 45 0.0 0.0 33 1.00 120 2.4
54 31.0 51.0 139.9 32 2.000 T:10.0 10.00 -0.4
45 32.0 48.6 139.9 2.067 11.00 0.175 1.9
Pipe: 46 0.0 0.0 . 1.00 120 0.4
46 32.0 51.0 0.0 2.000 T:10.0 10.00 0.4
55 31.0 51.4 0.0 2.067 11.00 0.000 0.0
Pipe: 47 0.0 0.0 . 9.50 120 0.0
47 31.0 50.8 0.0 B4.000 E:13.0 13.00 0.0
48 31.0 50.8 0.0 4.260 22.50 0.000 0.0
Pipe: 48 0.0 0.0 10.50 120 0.0
49 31.0 50.8 0.0 B4.000 ---- 0.00 0.0
48 31.0 50.8 0.0 4.260 10.50 0.000 0.0
Pipe: 49 0.0 0.0 10.50 120 0.0
50 31.0 50.8 0.0 B4.000 ---- 0.00 0.0
49 31.0 50.8 0.0 4.260 10.50 0.000 0.0
Pipe: 50 0.0 0.0 10.50 120 0.0
51 31.0 50.8 0.0 B4.000 ---- 0.00 0.0
50 31.0 50.8 0.0 4.260 10.50 0.000 0.0
Pipe: 51 0.0 0.0 10.50 120 0.0
52 31.0 50.8 0.0 B4.000 ---- 0.00 0.0
51 31.0 50.8 0.0 4.260 10.50 0.000 0.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9
DATE: 11/22/2010 H:\DATA\1546B.SDF
JOB TITLE: Life
Pipe Tag K-fac
Frm Node El (ft) PT
To Node El (ft) PT
Pipe: 52 0.0
53 31.0 50.8
52 31.0 50.8
Pipe: 53 0.0
54 31.0 51.0
53 31.0 50.8
Pipe: 54 0.0
55 31.0 51.4
54 31.0 51.0
Pipe: 55 0.0
POC 31.0 51.7
55 31.0 51.4
Pipe: 56 0.0
TOR 31.0 53.7
POC 31.0 51.7
Pipe: 57 0.0
BOR 0.5 67.6
TOR 31.0 53.7
Pipe: 58 0.0
D -3.0 69.2
BOR 0.5 67.6
Pipe: 59 0.0
C -3.0 69.6
D -3.0 69.2
Pipe: 60 0.0
B -3.0 69.6
C -3.0 69.6
Pipe: 61
A -3.0 74.6
B -3.0 69.6
Pipe: 62 Source
S -3.0 74.7
A -3.0 74.6
Pipe: 63 0.0
30 33.0 43.0
81 32.0 41.3
Pipe: 64 0.0
25 33.0 43.0
82 32.0 41.4
Add Fl Add Fl To
(q) Node/ Nom ID
Tot. (Q) Disch Act ID
0.0 51
138.6 43 B4.000
138.6 4.260
138.6 52
137.9 44 B4.000
276.5 4.260
276.5 53
139.9 45 B4.000
416.4 4.260
0.0
416.4 54 B4.000
416.4 4.260
0.0
416.4 55 B6.000
416.4 6.357
0.0
416.4 POC B6.000
416.4 6.357
0.0
416.4 TOR D6.000
416.4 6.280
0.0
416.4 BOR D6.000
416.4 6.280
0.0
416.4 D D10.00
416.4 10.400
0.0 Fixed Pre
416.4 C
416.4
0.0
416.3 B D10.00
416.3 10.400
0.0
139.9 84 1.500
139.9 1.610
0.0
137.9 85 1.500
137.9 1.610
Fit: L C
Eq.Ln. F
(ft.) T Pf/ft.
10.50 120
0.00
10.50 0.005
10.50 120
0.00
10.50 0.018
10.50 120
0.00
10.50 0.039
8.00 120
---- 0.00
8.00 0.039
258.00 120
E:18.0 94.00
2T:76.0 352.00 0.006
ETGA 30.50 120
95.00
125.50 0.006
3.50 140
E:22.0 22.00
25.50 0.004
30.00 140
T:47.0 52.00
G: 5.0 82.00 0.004
220.00 140
0.00
220.00 0.000
ssure Loss Device
5.0 psi, 416.4 gpm
40.00 140
88.00
128.00 0.000
3.50 120
0.00
3.50 0.590
3.50 120
0.00
3.50 0.575
(Pt)
(Pe)
(Pf)
0.1
0.0
0.1
0.2
0.0
0.2
0.4
0.0
0.4
0.3
0.0
0.3
1.9
0.0
1.9
13.9
-13.2
0.7
0.4
0.0
0.4
0.1
0.0
0.1
1.6
0.4
2.1
1.6
0.4
2.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 11/22/2010 H:\DATA\1546B.SDF JOB TITLE: Life
Pipe Tag K-fac Add Fl Add Fl To Fit:, L C (Pt) Frm Node El (ft) PT () Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tt.(Q) Disch Act ID (ft.) T Pf!ft. (Pf)
Pipe: 65 0.0 0.0 7.00 120 5.9 20 33.0 42.8 138.6 86 1.500 E: 4.0 4.00 0.4 83 32.0 36.9 138.6 1.610 11.00 0.580 6.4
Pipe: 66 0.0 0.0 20.00 120 5.5 81 32.0 41.3 139.9 87 1.500 E: 4.0 4.00 8.7 84 12.0 35.8 139.9 1.610 24.00 0.590 14.2
Pipe: 67 0.0 0.0 20.00 120 5.1 82 32.0 41.4 137.9 90 1.500 E: 4.0 4.00 8.7 85 12.0 36.2 137.9 1.610 24.00 0.575 13.8
Pipe: 68 0.0 0.0 20.00 120 5.3 83 32.0 36.9 138.6 93 1.500 E: 4.0 4.00 8.7 86 12.0 31.6 138.6 1.610 24.00 0.580 13.9
Pipe: 69 9.94 51.1 Disch 8.00 120 9.4 84 12.0 35.8 88.8 88 1.500 2E: 8.0 8.00 0.0 87 12.0 26.4 139.9 1.610 16.00 0.590 9.4
Pipe: 70 9.94 46.4 Disch 18.00 120 4.6 87 12.0 26.4 42.4 89 1.500 ---- 0.00 0.0 88 12.0 21.8 88.8 1.610 18.00 0.255 4.6
Pipe: 71
- :3.43 42.4 Disch 10.00 120 5.2 88 12.O 21.8 0.0 1.000 ---- 0.00 0.0 89 12.0 16.6 42.4 1.049 10.00 0.523 5.2
Pipe: 72 9.94 50.6 Disch 10.00 120 10.4 85 12.0 36.2 37.3 91 1.500 2E: 8.0 8.00 0.0 90 12.0 25.9 137.9 1.610 18.00 0.575 10.4
Pipe: 73 9.94 47.3 Disch 13.00 120 3.2 90 12.0 25.9 40.0 92 1.500 ---- 0.00 0.0 91 12.0 22.7 87.3 1.610 13.00 0.247 3.2
Pipe: 74 13.43 40.0 Disch 15.00 120 8.0 91 1.2.0 22.7 0.0 1.000 E: 2.0 2.00 0.0 92 12.0 14.7 40.0 1.049 17.00 0.469 8.0
Pipe: 75 9.94 51.0 Disch 5.25 120 5.4 86 12.0 31.6 87.6 94 1.500 E: 4.0 4.00 0.0 93 12.0 26.3 138.6 1.610 9.25 0.580 5.4
Pipe: 76 9.94 45.9 Disch 20.00 120 5.0 93 12.0 26.3 41.7 95 1.500 ---- 0.00 0.0 94 12.0 21.3 87.6 1.610 20.00 0.248 5.0
Pipe: 77 10.43 41.7 Disch 10.50 120 5.3 94 12.0 21.3 0.0 1.000 0.00 0.0 95 12.0 16.0 41.7 1.049 10.50 0.507 5.3
-
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 11/22/2010 H:\DATA\1546B.SDF JOB TITLE: Life
NOTES (HASS)
Calculations were performed by the HASS 8.1 computer program
under license no. 38021611 granted by
HRS Systems, Inc.
208 South Public Square
Petersburg, TN 37144
(931) 659-9760
The system has been calculated to provide an average
imbalance at each node of 0.002 gpm and a maximum
imbalance at any node of 0.176 gpm.
Total pressure at each node is used in balancing the system.
Maximum water velocity is 22.0 ft/sec at pipe 63.
U
4
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 11/22/2010 H:\DATA\1546B.SDF JOB TITLE: Life
Utility Report:
Equivalent K-Factor Calculator
Node Sprinkler Pres. Dia. Pipe Ftgs. Total H-W Equivalent Name K-Factor (psi) (in) Len. (ft) Len. (ft) coef. K-factor -----------------------------------------------------------------------
eqk-E 11.20 7.00 1.049 2.00 E 4.00 120.00 10.43
eqk-T 11.20 7.00 1.049 2.00 T 7.00 120.00 9.94
Seismic Bracing Calculations
Sheet ( of /
Project: 14 FE TEUf 4o £_c'cr M Contractor: tfrtCE es4N'7 ,Pc
t_L44 W( Address: Address:
cA
Telephone:
Fax:
Brace Information Seismic Brace Attachments
Length of brace: Structure attachment fitting o.r.tension-only bracing system:
Make: Model: ZS _______ Diameter of brace:
Type 4.-o Listed load rating ' Adjusted load rating per 9.3.5.10.3: of brace:
Angle of brace: 6 Sway 7 brace (pipe attachment) fitting:
1 0 0
Least radius of gyration:*
Make: Model: 1k (LvMQ
Listed load rating:' Adjusted load rating per 9.3.5.10.3:
L/R value:* 2-00
Seismic Brace Assembly Detail Maximum horizontal load: +t'5 /h.
(Provide detail on plans)
Fastener Information
-.
Orientation of connecting surface:
Fastener:
..ToLtc 1.'
Type: I4T
Diameter: 1%/A
Length (in wood): K/A
Maximum load: Zb(S fk Brace identification no. I
(to be used on plans) I
Lateral brace D Longitudinal brace
Sprinkler System Load Calculation [F =!W (default is 0.5)]
Diameter Type Length (ft) Total (ft) Weight per ft Total Weight
54 10 ________________ 4c' to?_$ lb/ft 2$3.7 lb
~4 +0 i3o' 130 1 . a-2_ )t lb/ft 0 lb
" tA o LtZ.eSlb/ft lb
lb/ft lb.
lb/ft lb
Total weight lb
Fx1.15
Conterminous 48 States
2003 NEHRP Seismic Design Provisions
Latitude = 33.1412124
Longitude = -117.3205123
Spectral Response Accelerations Ss and SI
Ss and SI = Mapped Spectral Acceleration Values
SiteClassB - Fa1.0Fv=1.O
Data are based on a 0.009999999776482582 deg grid spacing
Period Sa
(sec) (g)
0.2 1.266 (Ss, Site Class B)
poN
tc7to4 F og-
1
<~2-r P-. 0 ~ ~ 02
tqCJ7 /Fire & Building
/ Products
Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500
Series ELO-231
Upright and Pendent Sprinklers
Standard Response, Standard Coverage
General
Description
The 11.2 K-factor, Series ELO-231,
Standard Response, Standard Cover-
age, Upright and Pendent Sprinklers
(Ref. Figure 1) are automatic sprin-
klers of the fusible solder type. They
are "standard response - spray sprin-
klers" that produce a hemispherical
water distribution pattern below the
deflector.
The 11.2 K-factor, ELO-231 Sprinklers
were subjected to full scale, high-piled
storage, fire tests to qualify their use in
lieu of 5.6 or 8.0 K-factor standard
spray sprinklers for the protection of
high-piled storage.
Higher flow rates can be achieved at
much lower pressures with the 11.2
K-factor, ELO-231 Sprinklers - mak-
ing their use highly advantageous in
high density applications, such as the
protection of high-piled storage.
Wax or lead coatings can be used to
extend the life of the copper alloy com-
ponents used in Series ELO-231 sprin-
klers beyond that which would other-
wise be obtained when exposed to
corrosive atmospheres. Although wax
and lead coated sprinklers have
passed the standard corrosion tests of
the applicable approval agencies, the
testing is not representative of all pos-
IMPORTANT
Always refer to Technical Data
Sheet TFP 700 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 sprinkler to fail
to operate in a fire situation or cause
it to operate prematurely.
Page 1 of 6
sible corrosive atmospheres. Conse-
quently, it is recommended that the
end user be consulted with respect to
the suitability of these corrosion resis-
tant coatings for any given corrosive
environment. The effects of ambient
temperature, concentration of chemi-
cals, 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 upright intermediate level version
of the Series ELO-231 Sprinklers for
in-rack applications can be obtained
by utilizing the Series ELO-231 Up-
right Sprinkler with the WSG-2 Guard
& Shield, and a pendent intermediate
level version of the Series ELO-231
Sprinklers can be obtained by utiliz-
ing the Series ELO-231 Pendent
Sprinkler with the WS-2 Shield. If there
is a possibility of the pendent interme-
diate level version being exposed to
mechanical damage, a G-2 Guard can
be added.
WARNINGS
The 11.2 K-factor, Series ELO-231
Upright and Pendent Sprinklers de-
scribed herein must be installed and
maintained in compliance with this
document, as well as with the applica-
ble standards of the National Fire Pro-
tection Association, in addition to the
standards of any other authorities hav-
ing jurisdiction. Failure to do so may
impair the 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 manufac-
turer should be contacted with any
questions.
Installation of Series ELO-231 Pen-
dent Sprinklers in recessed escutch-
eons will void all sprinkler warranties,
as well as possibly void the sprinkler's
Approvals and/or Listings.
MARCH, 2007
LJ
TFP34O
Astool'5
Page 2 of 6 TFP34O
SPRINKLER FINISH
TYPE TEMPERATURE FRAME
COLOR
NATURAL
BRASS
I CHROME
PLATED
LEAD
COATED
I WAX
COATED
I WAX
J OVER LEAD
UPRIGHT
(TY5III
TY5811)
165FI74°C Unpainted
1, 2, 3,4
1, 2, 3,4
212°F/100°C White
1 286°F/141°C Blue 1,2, 3,4 1(a) 2(a), 3(a), 4(a)
165F/74C Unpainted
3,4
1, 2, 4
(TY5211 212°F/100°C PENDENT 1,2, White
286F/141C Blue 1, 2, 4 Val, 2(a), 4(a)
NOTES:
Listed by Underwriters Laboratories, Inc. (UL Listed).
Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL Listed).
Approved by Factory Mutual Research Corporation (FM Approved).
Approved by the City of New York under MEA 291-04-E.
(a). Listed/Approved for a maximum ceiling temperature of 150°F166°C.
TABLE A
LABORATORY LISTINGS AND APPROVALS
FOR 11.2 K-FACTOR SERIES ELO-231 UPRIGHT AND PENDENT SPRINKLERS
(Refer to the Design Criteria Section)
Model/Sprinkler
Identification
Numbers
TY5111 - Upright 11.2K, 3/4"NPT
TY5211 - Pendent 11.2K, 3/4"NPT
TY5811 - Upright 11.21K, 1/2'NPT
15111 is a redesignation for C51 11
TY5211 is a redesignation for C521 1
TY5811 is a redesignation for C581 1
Technical
Data
Approvals
UL and C-UL Listed. FM and NYC Ap-
proved.(Refer to Table A for complete
approval information including corro-
sion resistant status. The approvals
apply to the service conditions indi-
cated in the Design Criteria section.)
Maximum Working Pressure
175 psi (12,1 bar)
Discharge Coefficient
K = 11.2 GPM/psi112
(161,4 LPM/barll2)
Temperature Ratings
Refer to Table A
Finishes
Refer to Table A
Physical Characteristics
Frame .............Bronze
Seal Disc ..........Copper
Cap ..............Bronze
Strut Assembly . . . Solder, Bronze,
Stainless Steel
Compression Screw .....Bronze
Deflector ............Bronze
Helper Spring . . . . Stainless Steel
Ejector Spring .........Nickel
Strut Clip ......Stainless Steel
Design Criteria
UL and C-UL Listing
Requirements
The 11.2 K-factor, Model ELO-231
(1Y5111, 1Y5211 & 1Y5811) Sprin-
klers are to be installed in accordance
with NFPA 13 standard sprinkler posi-
tion and area/density flow calculation
requirements for light, ordinary, or ex-
tra hazard occupancies, as well as
high piled storage occupancies (solid
piled, palletized, rack storage, bin box,
and shelf storage including but not lim-
ited to Class -IV and Group A plastics)
with a minimum residual (flowing)
pressure of 7 psi (0,5 bar) for wet or
dry pipe systems.
FM Approval
Requirements
The 11.2 K-factor, Model ELO-231
(1Y5111, TY5211 & TY5811) Sprin-
klers are to be installed in accordance
with the applicable control mode den-
sity/area" guidelines provided by Fac-
tory Mutual. (FM guidelines may differ
from UL and C-UL Listing criteria.)
TFP34O
* Temperature rating is indicated on deflector.
** Pipe thread connections per ISO 7/1 can be provided on 1/2 (12,7 mm) special request. NOMINAL MAKE-IN
2-13/16'
(71,4 mm)
FLATS
I
WRENCH
TYP.
1 - 1/20**
NPT
7/16" (11,1 mm)
NOMINAL MAKE-IN
UPRIGHT
TY5811
Page 3 of 6
Components:
- Frame
Seal Disc
Cap
4 - Strut
Assembly
5 - Compression
Screw
6 - Deflector*
Helper
Spring
Ejector
Spring
Strut Clip
-il--1
_________ w 4 , 'I/ill II -
i44ti
NPT
NPT
!Ar MAKE-IN
UPRIGHT PENDENT CROSS
FIGURE 1
11.2 K-FACTOR SERIES ELO-231
UPRIGHT - 3/4" NPT (TY5III), UPRIGHT - 1/2" NPT (TY5811), AND PENDENT - 3/4" NPT(TY5211) SPRINKLERS
Operation
A fusible alloy is sealed into a bronze
actuating rod (center strut) by a stain-
less steel ball. When the alloy melts at
its rated temperature, the ball is forced
upward into the center strut, releasing
the two ejectors and operating the
sprinkler.
Installation
The Series ELO-231 Sprinklers must
be installed in accordance with the fol-
lowing instructions:
NOTES
A leak tight 3/4 inch NPT sprinkler joint
should be obtained with a torque of 10
to 20 ft.Ibs. (13,4 to 26,8 Nm). A maxi-
mum of 30 ft.lbs. (40,7 Nm) of torque
is to be used to install sprinklers with
3/4 NPT connections. A leak tight 1/2
inch NPT sprinkler joint should be ob-
tained with a torque of 7 to 14 ft.lbs.
(9,5 to 19,0 Nm). A maximum of 21 ft.
lbs. (28,5 Nm) of torque may be used
to install sprinklers with 1/2 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 ELO-231 Upright and
Pendent Sprinklers must be installed
in accordance with the following in-
structions.
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.
Step 3. Tighten the sprinkler into the
sprinkler fitting using only the W-Type
"FITTING SIDE"
TOWARDS SPRINKLER
FITTING
/ WRENCH
RECESS
(END 'A")
FIGURE 2
W-TYPE 3 SPRINKLER
WRENCH
3 Sprinkler Wrench (Ref. Figure 2),
except that an 8 or 10 inch adjustable
Crescent wrench is to be used for wax
coated sprinklers. With reference to
Figure 1, the W-Type 3 Sprinkler
Wrench or the adjustable Crescent
wrench, as applicable is to be applied
to the wrench flats.
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
Page 4 of 6 TFP34O
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-
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 end 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.
Care and
Maintenance
Series ELO-231 Sprinklers must be
maintained and serviced in accord-
ance with the following instructions:
NOTES
Before closing a fire protection system
control valve for maintenance work on
the fire protection system that it con-
trols, permission to shut down the af-
fected fire protection system must be
obtained from the proper authorities
and all personnel who may be affected
by this action must be notified.
Sprinklers that are found to be leaking
or exhibiting visible signs of corrosion
must be replaced.
Automatic sprinklers must never be 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 dam-
age to the sprinklers - before, during,
and after installation. Sprinklers dam-
aged by dropping, striking, wrench
twist/slippage, or the like, must be re-
placed.
Frequent visual inspections are rec-
ommended to be initially performed for
corrosion resistant sprinklers, after the
installation has been completed, to
verify the long term potential integrity
of the sprinkler coatings. 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
code.
Limited
Warranty
Products manufactured by Tyco Fire &
Building Products (TFBP) are war-
ranted solely to the original Buyer for
ten (10) years against defects in mate-
rial and workmanship when paid for
and properly installed and maintained
under normal use and service. This
warranty will expire ten (10) years
from date of shipment by TFBP. No
warranty is given for products or com-
ponents manufactured by companies
not affiliated by ownership with TFBP
or for products and components which
have been subject to misuse, improper
installation, corrosion, or which have
not been installed, maintained, modi-
fied or repaired in accordance with ap-
plicable Standards of the National Fire
Protection Association, and/or the
standards of any other Authorities
Having Jurisdiction. Materials found
by TFBP to be defective shall be either
repaired or replaced, at TFBP's sole
option. TFBP neither assumes, nor
authorizes any person to assume for it,
any other obligation in connection with
the sale of products or parts of prod-
ucts. TFBP shall not be responsible for
sprinkler system design errors or inac-
curate or incomplete information sup-
plied by Buyer or Buyer's repre-
sentatives.
In no event shall TFBP be liable, in
contract, tort, strict liability or under
any other legal theory, for incidental,
indirect, special or consequential dam-
ages, including but not limited to labor
charges, regardless of whether TFBP
was informed about the possibility of
such damages, and in no event shall
TFBP's liability exceed an amount
equal to the sales price.
This limited warranty sets forth the ex-
clusive remedy for claims based on
failure of or defect in products, materi-
als or components, whether the claim
is made in contract, tort, strict liability
or any other legal theory.
P/N 50-XXX-X-- XXX
I TEMPERATURE
RATING
165 165°F174°C
212 212°F/100°C
286 1 286°F1141°C
TABLE B
PRODUCT SYMBOL NUMBER SELECTION
11.2 K-FACTOR SERIES ELO-231
STANDARD RESPONSE UPRIGHT AND PENDENT SPRINKLERS
110 UPRIGHT
3/4" NPT
(1Y5111)
112 PENDENT
3/4" NPT
(1Y5211)
210 UPRIGHT
1/2" NPT
(1Y5811)
4..
TFP34O
Ordering
Procedure
A Part Number (P/N) is not specified
when ordering sprinklers with thread
connections per ISO 7/1.
Contact your local distributor for avail-
ability.
Sprinkler Assemblies
with NPT Thread Connection:
Specify: (specify SIN), 11.2 K-factor,
(specify temperature rating), Series
ELO-231 Standard Response (specify
Pendent or Upright) Sprinkler with
(specify finish), P/N (specify from Ta-
ble B).
Sprinkler Wrench:
Specify: W-Type 3 Sprinkler Wrench,
P/N 56-895-1-001.
Wax Sticks:
(for retouching wrench damaged
wax coating)
Specify: (Specify color) color coded
Wax Stick for retouching (specify tem-
perature rating) temperature rated Se-
ries ELO-231 Sprinklers, P/N (spec-
ify).
Red for 165'F .............P/N 56-065-1-155
Blue for 212'F and
286'F.................P/N 56-065-1-286
NOTES
Each wax stick is suitable for retouch-
ing up to twenty-five sprinklers.
The wax used for 286°F sprinklers is
the same as for 212°F sprinklers, and,
therefore, the 286°Fsprinkler is limited
to the same maximum ceiling tempera-
ture as the 212°F sprinkler (i.e.,
150°F).
Page 5 of 6
tqCJ7 Fire & Building
1,Pro du c ts
Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500
Series EC-1 I & EC. 14 - 112 and 14,0 K-factor
Extended Coverage (Light and Ordinary Hazard)
Upright, Pendent, and Rec. Pendent Sprinklers
General
Description
The Series EC-11 and EC-14 Ex-
tended Coverage Upright and Pendent
Sprinklers are decorative glass bulb
sprinklers designed for use in light or
ordinary hazard occupancies. They
are intended for use in automatic
sprinkler systems designed in accord-
ance with standard installation rules
(e.g., NFPA 13) fora maximum cover-
age area of 400 ft2 (37,2 m2), as com-
pared to the maximum coverage area
of 130 ft2 (12,1 M2) for standard cover-
age sprinklers used in ordinary haz-
ard occupancies or 225 ft2 (20,6 m2)
for standard coverage sprinklers used
in light hazard occupancies.
The Series EC-li and EC-14 Sprin-
klers feature a UL and C-UL Listing
that permits their use with unob-
structed or non-combustible ob-
structed ceiling construction as de-
fined and permitted by NFPA 13, as
well as a specific application listing for
use under concrete tees.
The Series EC-11 and EC-14 Ex-
tended Coverage Sprinklers have
been fire tested to compare their per-
formance to that of standard coverage
spray sprinklers. These tests have
shown that the protection provided is
equal to or more effective than stand-
ard coverage spray sprinklers.
IMPORTANT
Always refer to Technical Data
Sheet TFP 700 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 sprinkler to fail
to operate in a fire situation or cause
it to operate prematurely.
Page 1 of 8
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-
rosive atmospheres. Consequently, it
is recommended that the end user be
consulted with respect to the suitability
of these corrosion resistant coatings
for any given corrosive environment.
The effects of ambient temperature,
concentration of chemicals, and
gas/chemical velocity, should be con-
sidered, as a minimum, along with the
corrosive nature of the chemical to
which the sprinklers will be exposed.
WARNINGS
The Series EC-11 and EC-14 Ex-
tended Coverage 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 other authorities 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.
SEPTEMBER, 2004
Model/S ikler
Identifi-
Numbe;
TY513 -U1 ri
TY5Ee
tUprig
1Y6237 - Pende
TY5137 is a red for C5137,
G1894, and S25
TY5237 is a redc' cr 'nr C5237,
G1893, and S25
TY6137 is a rede io, r C6137,
G1896, and S26
TY6237 is a red' 76237,
G1895, and S26
7113220
Asttiot5it
WRENCH
FLAT
Page 2 of 8 P22O
3/4" **
NPT
2-7/16"
(61,9 mm)
UPRIGHT &
PENDENT
1/2"(12,7mm) J
NOMINAL MAKE-IN
UPRIGHT
ESCUTCHEON PLATE
SEATING SURFACE 1
) 1-11/16 4
/ \ (42,7 mm)
-. -------- 5
- 6*
2
PENDENT
1 - Frame
2 - Button
3 - Sealing Assembly
4- Bulb
5 - Compression Screw
6- Deflector*
* Temperature rating is
indicated on deflector
** Pipe thread
connections per ISO
7/1 can be provided
on special request.
FIGURE 1
SERIES EC-li AND EC-14 EXTENDED COVERAGE SPRINKLERS
11.2 K-FACTOR (TY5137) UPRIGHT AND (TY5237) PENDENT
14.0 K-FACTOR (TY6137) UPRIGHT AND (TY6237) PENDENT
HAZARD TYPE TEMP. BULB
LIQUID
135°F/57"C Orange
LIGHT
UPRIGHT
K=11.2 (TY5137)
1, 2, 3", 4 155°F/68"C Red
175°F/79°C Yellow PENDENT
Refer to Table B for
K=11.2 (TY5237)
K14.0 (TY6237)
1,2,4 200°F/93°C Green
286°F/141°C Blue UL and C-UL
135°F/57°C Orange Sensitivity Rating
and
Refer to Table C for
REC. PENDENT
K=1 1.2 (TY5237)
1,2, 3,4 155°F/68"C Red
175°F/79°C Yellow FM K=14.0 (TY6237)
Sensitivity Rating With Style 30
Escutcheon
1, 2, 4 200°F/93"C Green
286°F/141"C Blue
UPRIGHT 135°F/57"C Orange
ORDINARY
K=11.2 (TY5137)
K=14.0(TY6137)
and 1,2,3,4
1550F/68°C Red
175°F/79"C Yellow
Refer to Table B for
UL and C-UL
Sensitivity Rating
PENDENT
K11.2 (TY5237)
K14.0 (TY6237)
200"F/93°C Green
286°F/141°C Blue
REC. PENDENT 135°F157°C Orange and
Refer to Table C for
FM
Sensitivity Rating
K=1 1.2 (TY5237)
K=14.0 (TY6237)
With Style 40 1,2,4 155°F/68"C Red
175°F179°C Yellow
Escutcheon 200°F/93°C Green
NOTES:
1.Listed by Underwriters Laboratories, Inc. (UL).
2.Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL).
Approved by Factory Mutual Research Corporation (FM).
Approved by the City of New York under MEA 177-03-E.
Where Polyester Coated or Lead Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL a'
Corrosion Resistant Sprinklers.
"Frame and Deflector only. Listings and approvals apply to color (Special Order).
** Pendent Only.
N/A: Not Available
TABLE A, LABORATORY LISTINGS AND APPROVALS
1,2,4
N/A
2,4
N/A
as
SPRINKLER FINISH'
NATURAL CHROME 't - - AD
BRASS PLATED POL. DTED
TFP22O P P 3of8
LIGHT HAZARD ORDINARY H
135°F 155°F 175°F 200°F 286°F 135°F 155°F 175°F 36°F
AREA STYLE
14x14 Up. orPend. - - - - - SR SR SR 'R
14 x 14 Style 30 Recessed - - - - - SR SR SR
14 x 14 Style 40 Recessed - - - - - SR SR SR
16x16 Up. orPend. QR* QR* QR* OR' QR* SR SR SR SR
16x16 Style 3ORecessed QR- QR* QR* OR OR* SR SR SR f
16 x 16 Style 40 Recessed N/A N/A N/A N/A N/A SR SR SR
18x18 Up. orPend. QR* QR* QR OR' QR* SR SR SR
18x18 Style 30 Recessed QR* QR* QR* OR' QR* SR SR SR
18 x 18 Style 40 Recessed N/A N/A N/A N/A N/A SR SR SR
20x20 Up. orPend. OR* QR* QR* SR' SR* SR SR SR
20 x 20 Style 30 Recessed QR* SR* QR* SR' SR* SR SR SR
20 x 20 Style 40 Recessed N/A N/A N/A N/A N/A SR SR SR
OR: Quick Response
SR: Standard Response
N/A: Not Applicable
° Does not apply to Upright K = 14.0
TABLE B
SENSITIVITY RATING FOR UL AND C-UL LISTING OF SERIES EC-1 I OR EC-14 SPRII
(SEE TABLED FOR PERMITTED K-FACTOR/AREA COMBINATIONS)
SR
NA
N/A
SR
SR
N/A
'A
SR
'A
LIGHT HAZARD
135°F 155°F 175°F 200°F 286°F
AREA STYLE
14 x 14 Up. or Pend. - - - - -
14 x 14 Style 30 Recessed - - - - -
14 x 14 Style 40 Recessed - - - - -
16 x 16 Up. or Pend. QR* QR* N/A N/A N/A
16 x 16 Style 30 Recessed OR OR N/A N/A N/A
16 x 16 Style 40 Recessed N/A N/A N/A N/A N/A
18 x 18 Up. or Pend. QR* OR* N/A N/A N/A
18 x 18 Style 30 Recessed OR OR N/A N/A N/A
18 x 18 Style 40 Recessed N/A N/A N/A N/A N/A
20 x 20 Up. or Fend. OR OR* N/A N/A N/A
20 x 20 Style 30 Recessed OR OR N/A N/A N/A
20 x 20 Style 40 Recessed N/A N/A N/A N/A N/A
OR: Quick Response
SR: Standard Response
N/A: Not Applicable
* Pendent Only
ORDINARY H,
135°F 155°F 175°F
SR SR SR
N/A N/A N/A
N/A N/A N/A VA
SR SR SR F 'R
N/A N/A N/A ' 'A
N/A N/A N/A A
SR SR SR
N/A N/A N/A
N/A N/A N/A 'A
SR SR SR
N/A N/A N/A A
N/A N/A N/A A
TABLE C
SENSITIVITY RATING FOR FM APPROVAL OF SERIES EC-1 I OR EC-14 SPRIIJKI
(SEE FM LOSS PREVENTION DATA SHEET 2-8N FOR PERMITTED K-FACTOR/AREA CO/
cation
'e S
4 Ex-
edent
7,137
- Spe-
cinder
is fol-
C COfl-
r1an
more
.r. The
st not
The
e tee
ever,
i ex-
'ills-
he
so
tees
'11) in
n be
or
:ie
are
tal
he
15,
S-
of
p-
E x-
on
gs
'he
ry
am-
on n-
0,
a'
-
e.
UL
ie-
-
n.
Page 4 of 8 220
Technical
Data
Approvals
UL and C-UL Listed. FM Approved.
(Refer to Table A for complete approval
information including corrosion resis-
tant status. The approvals apply to the
service conditions indicated in the De-
sign Criteria section.)
Maximum Working Pressure
175 psi (12,1 bar)
Pipe Thread Connection
3/4 inch NPT
Discharge Coefficients
K = 11.2 GPM/psi1/2
(161,3 LPM/bar112)
K = 14.0 GPM/psi112
(201,6 LPM/barl'2)
Temperature Ratings
135°F1570C to 286°F/141°C
Finish
Sprinkler: Refer to Table A
Recessed Escutcheon: White Coated,
Chrome Plated, and Brass Plated
Physical Characteristics
Frame .............Bronze
Button .............Bronze
Sealing Assembly ..........
Beryllium Nickel w/Teflonf
Bulb ........Glass (3 mm dia.)
Compression Screw .........
......Bronze
Deflector ............Brass
Patents
U.S.A. Patent Numbers 5,366,022;
5,579,846; 5,584,344; 5,609,211;
5,862,994; and 5,865,256.
Operation
The glass bulb contains a fluid which
expands when exposed to heat. When
the rated temperature is reached, the
fluid expands sufficiently to shatter the
glass bulb, which then allows the sprin-
kler to activate and flow water.
Design
Criteria
The Series EC-11 and EC-14 Ex-
tended Coverage Sprinklers must only
be installed in accordance with the ap-
plicable UL and C-UL Listing or FM
Approval requirements as indicated
below. Only the Style 30 or 40 Re-
cessed Escutcheon is to be used for
recessed installation, as applicable
(Ref. Table A, B, and C).
UL and C-UL Listing
Requirements
The Series EC-1 1 and EC-1 4 Sprin-
klers may be used for the coverage
areas shown in Table D, based on
maintaining the minimum specified
flow rate as a function of coverage
area and hazard group for all of the
sprinklers in the design area.
The Series EC-li and EC-1 4 Sprin-
klers are permitted to be used with
unobstructed or non-combustible
obstructed ceiling construction as
defined and permitted by NFPA 13.
For example:
Unobstructed, combustible or non--
combustible, ceiling construction
with a deflector to ceiling/roof deck
distance of 1 to 12 inches (25 to 300
mm.
Obstructed, nor -combuje. cei1
ing construction with a deflector lo-
cation below structural members of
1 t 6 inches (25 to 150 mm) and a
maximum deflector to ceiling/roof
deck distance of 22 inches (550
mm).
The Series EC-1 1 and EC-14 Sprin-
klers having been specifically tested
and listed for non-combustible ob-
structed construction are permitted
to be used within trusses or bar joists
having non-combustible web mem-
bers greater than .4 mm)
when applying th 4 time obstrLic-
tion criteria rule d under "Ob-
structions to Sprinkler Discharge
Ptt,,,D;c.'epmnt".
he minimum allowable spacing be-
tween the Series EC-1 1 and EC-
Sprinklers, to prevent cold solder-
ing, is 8 feet (2,4 m) for uibLspdn-
klers and-Wet (2,7 m) for pendent
sprinklers.
The Series EC-1 1 and EC-14 Sprin-
klers are to be installed in accord-
ance with all other requirements of
NFPA 13 for extended coverage up-
right and pendent sprinklers. For cx-
ample: ohtrt' ., er dis-
charge, ons' cl rinkler
pattern d've or ictions
to prevent si 1, e from
reaching h:2, i, o stor-
age, etc.
UL and C-UL
Listinq Req ri
lnstai:ation
The June"
tended Coy
Sprinklers (T.
& TY6237) I:
cific Applical
concrete tec
lows:
The stern" o'
striCtiOn 'I
7.5 leet (, i
tl. i 3 Ic'
C nIh of U
e ed 2
e hi'
C uth of •
II it lie
dc us n(•
li'rigth
2. TI- snr' "
k '..
3. 1
FM t "rov•
Req. irne
The
tenC
inst
cab
Dat
of s
prc
ha.'
rnn
cic
Los
but
coil
mui
ing.
The
and
sigi
mil'
MCI
TFP22O
1/2±1/8
(12,7±3,2 mm)
2-7/8 DIA.
(73,0 mm)
2-1/4 DIA.
1/2 (12,7 mm)
1/4" (6,4 mm)
FACE OF (57,2 mm)
SPRINKLER 1/8"
FITTING (3,2 mm)
8
'ICH
0)
MOUNTING
SURFACE MOUNTING
PLATE
CLOSURE
1-3/8" (34,9 mm)!
1-1/8" (28,6 mm)
FIGURE 2
SERIES EC-li AND EC-14 RECESSED PENDENT SPRINKLER ASSEMBLY
WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT
STYLE 30 RECESSED ESCUTCHEON
2-7/8" DIA.
5/8±1/4' (73,0 mm) 3/4(19,1 mm)
(15,9±6,4 mm) 2-1/4" DIA. 1/4" (6,4 mm)
FACE OF (57,2 mm)
SPRINKLER 1/8"
FITTING (3,2 mm)
/ OUNTING MOUNTING
SURFACE /PLATE
CLOSURE
1-3/8" (34,9 mm)
7/8" (22,2 mm)
FIGURE 3
SERIES EC-il AND EC-14 RECESSED PENDENT SPRINKLER ASSEMBLY
WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT
STYLE 40 RECESSED ESCUTCHEON
LIGHT HAZARD
0.10 GPM/FT2
GPM PSI
30 7.2
33 8.7
40 12.8
30 7.2
33 8.7
40 12.8
N/A N/A
N/A N/A
N/A N/A
N/A N/A
37 7.0
37 7.0
40 8.2
GROUP I
ORDINARY fi 7 '
0.15 GPM/F"
GPM
30
39
49
60
30 7.
39
49
60
33
49
60
39
49
63
'ID
I
Page 6 of 8
DESCRIPTION AREA
TY5137 (K=11.2) UPRIGHT 14 x 14
16 x 16
18 x 18
20 x 20
TY5237 (K=11.2) PENDENT 14 x 14
16 x 16
18 x 18
20 x 20
TV6137 (K=14.0) UPRIGHT 14 x 14
16 x 16
18x 18
20 x 20
TV6237 (K=14.0) PENDENT 14 x 14
16 x 16
18 x 18
20 x 20
1 ft. = 0.3048 m
1 ft2 = 0.093 m2
1 gpm = 3.785 1pm
1 psi = 0.06895 bar
1 gpmlft2 = 40.74 mm/mm
TABLE 0
FLOW CRITERIA FOR UL AND C-UL LISTING OF SERIES EC-1 1 ANr. -1.:
Step 1. The sprinkler must be installed Installation with the deflector parallel to the mounl-
ing surface. Pendent sprinklers must
The Series EC-11 and EC-14 Sprin- be installed in the pendent position.
klers must be installed in accordance and upright sprinklers must be in-
with the following instructions: stalled in the upright position.
NOTES Step 2. After installing the Style 30 or
Do not install any bulb type sprinkler if 40 mounting plate (or other escutch-
the bulb is cracked or there isaloss of eon, as applicable) over the sprinkler
liquid from the bulb. With the sprinkler pipe threads and with pipe thread
held horizontally, a, small air bubble sealant applied to the pipe threads.
should be present. The diameter of the hand tighten the sprinkler into the
air bubble is approximately 1/16 inch sprinkler fitting.
(1,6 mm) for the 135°F/570C to 3/32 Step 3. Wrench tighten upright or pen-
inch (2,4 mm) for the 286°F/141°C dent sprinklers using only the W-Type
temperature ratings. 3 (End A) Sprinkler Wrench. Wrench
A leak tight 3/4 inch NPTsprinkler joint tighten the recessed pendent sprin-
should be obtained with a torque of 10 klers using only the W-Type 22 Sprin-
to 20 ft.lbs. (13,4 to 26,8 Nm). A maxi- kler Wrench. The wrench recess of the
mum of 30 ft.lbs. (40.7 Nm) of torque applicable sprinkler wrench (Ref. Fig-
/s to be used to install sprinklers. ure 4 and 5) is to be applied to the
Higher levels of torque may distort the sprinkler wrench flats (Ref. Figure 1).
sprinkler inlet with consequent leak-
age or impairment of the sprinkler.
Do not attempt to compensate for in-
sufficient adjustment in an Escutcheon
Plate by under- or over-tightening the
Sprinkler. Readjust the position of the
sprinkler fitting to suit.
V
TFP22O of 8
Care and
Maintenance
The Series EC-11 and EC-14 Sprin-
klers must be maintained and serviced
in accordance with the following in-
structions:
NOTE
Before closing a fire protection system
main control valve for maintenance
work on the fire protection system that
it controls, permission to shut down the
affected fire protection systems must
be obtained from the proper authori-
ties and all personnel who may be
affected by this action must be notified.
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 sprinklers must be replaced.
Sprinklers that have been exposed to
corrosive products of combustion, but
have not operated, should be replaced
if they cannot be completely cleaned
by wiping the sprinkler with a cloth or
by brushing it with a soft bristle brush.
Care must be exercised to avoid dam-
age to the sprinklers - before, during,
and after installation. Sprinklers dam-
aged by dropping, striking, wrench
twist/slippage, or the like, must be re-
placed. Also, replace any sprinkler that
has a cracked bulb or that has lost
liquid from its bulb. (Ref. Installation
Section).
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
any questions.
It is recommended that automatr
sprinkler systems be inspected.
tested, and maintained by a qualified
Inspection Service in accordance with
local requirements and/or national
codes.
n -o Fire
othe
01 ye -'ears
a' t work-
erly ' -rmal
LI' I ex-
.var-
nn or
npa-
hat with
and
w hject
'orro-
-lIed,
ac-
-S of
Ja-
;er
he-
be
C or
- 1e
to
in
it. - ;or
• U cts
or
by
RE
'1-
R
1,
L
1
0
D
H
IT
IT
T-
Page 8 of 8
Ordering
Procedure
When placing an order, indicate the full
product name. Please specify the
Sprinkler Identification Number (SIN),
quantity, and temperature rating. Refer
to the Price List fpr complete listing of
Part Numbers.
Contact your local distributor for avail-
ability.
Sprinkler Assemblies with NPT
Thread Connections:
Specify: (specify SIN), (specify K-Fac-
tor), (specify temperature rating),
(specify Pendent or Upright) Extended
Coverage Sprinkler with (specify fin-
ish), P/N (specify - from Table E, where
applicable).
Recessed Escutcheon:
Specify: Style (specify 30 or 40) Re-
cessed Escutcheon with (specify fin-
ish), P/N (specify).
Style 30 Recessed Escutcheon
Chrome Plated ............PSN 56.705-9.011
White Color Coated ........PSN 56-705-4.011
White (RAL9010)*PSN 56-705-3-011
Brass Plated ..............PSN 56-705-2-011
Style 40 Recessed Escutcheon
Chrome Plated ............PSN 56-700.9-010
White Color Coated ........PSN 56-700-4-010
White (RAL9O1O). ......... PSN 56-700-3-010
Brass Plated ..............PSN 56-700-2-010
Eastern Hemisphere sales only.
Sprinkler Wrench:
Specify: W-Type 3 Sprinkler Wrench,
P/N 56-895-1-001
Specify: W-Type 22 Recessed Sprin-
kler Wrench, P/N 56-665-7-001
P/N 51 - AAA - B -CCC
AAA = 893 (for TY5237
K1 1.2 Pendent)
AAA = 894 (for TY5137
Ki 1.2 Upright)
AAA = 895 (for 1Y6237
K14.0 Pendent)
AAA = 896 (for TY6137
K14.0 Upright)
B = 1 (for Natural Brass)
B = 3 (for White [RAL9010])*
B = 4 (for White Polyester)
B = 7 (for Lead Coated
B = 9 (for Chrome Plated)
CCC = 135 (for 135°F/57°C)
CCC = 155 (for 155°F/681C)
CCC = 175 (for 175°F/790C)
CCC = 200 (for 200°F1930C)
*Eastern Hemisphere sales only.
TABLE
PART NUMBERS FOR
EC- 11 AND EC-14 SPRINKLERS
TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale. P''
Carlsbad' Municipal Water District
Potable Water Discharge
Event Report
Date: 1142 Z I I C"
Location: 15 341 I v-k'N ki-1-gN
Reason for Discharge Event:
c . .
Type of Event: Initial
Dewatering Water Mains iiA Estimated Discharge Flow: J?Z7 eM
Note: Includes flow testing and flushing
•
Dewatering Reservoirs Jf Start Time I{)3 IL'
Unscheduled Water Discharge A- End Time ' tO
Pre*-Dechlorination Residual: OiL4 Clear flow path of debris, surface
contaminants and/or hazardous Post-Dechlorination Residual: S
materials. Do not remove native (less than 0.1 mg/L)
vegetation.
pH within limits of 6.0 and 9.0
Erosion control, i.e.
sandbags, silt fencing, hay bales,
gravel bags, decreasing the velocity
of discharge water.
Upon completion of dewatering, ensure
that the flow path is free of all
temporary erosion prevention materials.
Upon completion of dewaterihg, ensure
that any sediment or silted areas are
cleared. •
Water Sampling Performed by:
Comments:
Submitted by: Reviewd by:
(Name & (Name & Da
FIRE FLOW TEST DATA
Project Address: 'S- 7ct 1 JA: t-\ At14 4p'j'
Test Date: if- 7_2-(
Test Time:fo3,kM
Test Outlet Size:—.. Flowing Hydrant Elevation:
Gauged Hydrant Elevation
Static Pressure = __ psi
Residual Pressure = psi
Pitot Tube Pressure = psi
Observed Flow = gpm*
Calculated Flow @ 20 psi = (t43, gpm**
Test Performed By:5-
Telephone Number:(3v ')
Test Witnessed By: _7...L-I* kD4cLf ?LecA./_rt.. /C (
Telephone Number: 02--
Observed Flow = 29.83 x C x d2 x
Where C is the coefficient of discharge
d is the diameter of the test outlet in inches
P is the velocity (pitot) pressure in psi
** Flow @ 20 Psi = o( I Zo
Where Q is the observed flow in gpm
S is the static pressure in psi
R is the residual pressure in psi