HomeMy WebLinkAbout1331 KNOWLES AVE; ; FPR2020-0008; PermitPERMIT REPORT
(bty of
Carlsbad
Print Date: 09/16/2020
Job Address: 1331 KNOWLES AVE, CARLSBAD, CA 92008-1548
Permit Type: FIRE-Construction Residential Work Class:
Parcel #: 1561641300 Track #:
Valuation: $368,803.00 Lot #:
Occupancy Group: Project #:
#of Dwelling Units: Plan #:
Bedrooms: Construction Type:
Bathrooms: Orig. Plan Check #:
Plan Check #:
Project Title:
Description: HUELSEBUSCH RESIDENCE - NEW 13D SPRINKLER SYSTEM (24 HEADS)
Inspector:
Final Inspection:
Permit No: FPR2020-0008
Status: Closed - Finaled
Single Family Fire Sprinkli
Applied: 01/16/2020
Issued: 02/18/2020
Finaled Close Out: 09/16/2020
FPContractor:
A F PS INC
4203 GENESEE AVE, # STE 103-424
SAN DIEGO, CA 92117-4950
(760) 917-9058
FEE AMOUNT
FIRE NFPA 13D Single Family System (lnsp/Bldg) $125.00
FIRE NFPA 13D Single Family System (Plan Review)$246.00
Total Fees: $371.00 Total Payments To Date: $371.00 Balance Due: $0.00
Fire Department Page 1 of 1
1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov
f o
HUELSEBUSCH (2 HEAD)
Fire Sprinkler Reports
for
BA Worthing
P0 Box 1041
Carlsbad Ca.
Prepared By:
Don Riley
Alpha Fire Protection
4203 Genesee Ave. #103-424
San Diego Ca 92117
(760) 917-9058 cell
1/10/2020
FirFire Sinkler Hydraulics Calculation Program
Alpha Fire Protection
San Diego, CA 92117 -AMA
Elite SoftiriDevelopment, Inc. 4ii Huelsebusch (2 Head)
Page _2.1
General Project Data Report
General Data
Project Title: Huelsebusch (2 Head) Project File Name: Huelsebusch 2. .fiw
Designed By: Don Riley Date: 1/10/2020
Code Reference: NFPA 13-d Approving Agency: Carlsbad Fire
Client Name: BA Worthing Phone: (760) 729-3965
Address: P0 Box 1041 City, State Zip Code: Carlsbad Ca.
Company Name: Alpha Fire Protection Representative: Don Riley
Company Address: 4203 Genesee Ave. #103-424 City And State: San Diego Ca 92117
Phone: (760) 917-9058 cell
Building Name: Huelsebusch Building Owner: Melody Huelsebusch
Contact at Building: n/a
Address Of Building: 1331 Knowles Ave
Phone at Building:
City, State Zip Code: Carlsbad Ca. 92008
Project Data
Description Of Hazard: Light Hazard
Design Area Of Water Application: 256 ft2
Sprinkler System Type:
Maximum Area Per Sprinkler:
Wet
256 ft2
Default Sprinkler K-Factor: 4.90
Inside Hose Stream Allowance: 0.00
K
gpm
Default Pipe Material:
Outside Hose Stream Allowance: 0.00 gpm
In Rack Sprinkler Allowance: 0.00 gpm
Sprinkler Specifications
Make: Tyco
Size: 1/2
Model:
Temperature Rating:
LF II
160 F
[Water Supply Test Data
Source Of Information: Carlsbad P.W.
Test Hydrant ID: #1 Date Of Test: 7/7/18
Hydrant Elevation: 124
Test Flow Rate: 52.00
ft
gpm
Static Pressure:
Test Residual Pressure:
55.00 psi
50.00 psi
TCalculation Project Data
Calculation Mode: Supply
System Inflow Number: 130.00 Specified Inflow Node Residual
Pressure: 50.00 psi
Number Of Active Nodes: 13
Number Of Active Pipes: 13
Number Of Active Sprinklers: 2
Number Of Inactive Pipes:
Number Of Inactive Sprinklers:
0
0
C:\ .. .\Huelsebusch 2.fiw Sunday, February 2, 2020, 9:31 AM
[Fire TFire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.
Alpha Fire Protection - Huelsebusch (2 Head)
[San Diego CA 92117 Page 3
Fire Sprinkler Input Data
Node Input Data
Sprinkler Pressure Node Elev (ft) Non-Sprinkler
Node Node Description Area Group KFactor (K) Estimate (psi) Branch Non- Flow (gpm)
No. Branch Description Branch Dia. Branch Len. Branch Stnd Stnd Fittings Branch Sprk (in) (ft) Fittings (ft) KFactor (K)
No Discharge ---- N/A 12.96 154.00 0.00 30 0.000 0.0 ---- 0.0 0.00
No Discharge --- N/A 12.97 154.00 0.00 40 0.000 0.0 --- 0.0 0.00
No Discharge ---- N/A 21.83 144.00 0.00
50 0.000 0.0 ---- 0.0 0.00
No Discharge ---- N/A 25.52 138.00 0.00 55 0.000 0.0 ---- 0.0 0.00
No Discharge ---- N/A 28.58 138.00 0.00
56 0.000 0.0 ---- 0.0 0.00
Sprinkler ---- 4.90 10.45 154.00 0.00
60 0.000 0.0 -- 0.0 0.00
Sprinkler ---- 4.90 10.83 154.00 0.00
70 0.000 0.0 ---- 0.0 0.00
No Discharge ---- N/A 33.90 131.00 0.00
80 0.000 0.0 ---- 0.0 0.00
No Discharge ---- N/A 37.67 131.00 0.00
90 0.000 0.0 ---- 0.0 0.00
No Discharge ---- N/A 40.08 127.00 0.00
100 0.000 0.0 ---- 0.0 0.00
No Discharge ---- N/A 40.21 127.00 0.00
110 0.000 0.0 ---- 0.0 0.00
No Discharge ---- N/A 43.27 127.00 0.00
120 0.000 0.0 ---- 0.0 0.00
No Discharge ---- N/A 50.00 124.00 0.00
130 0.000 0.0 --- 0.0 0.00
C:\ . . .\Huelsebusch 2.fiw Sunday, February 2, 2020, 9:31 AM
Fire- Fire Sprinkler Hydraulics CalëiiIátion Pthiim
Alpha Fire Protection
San Diego, CA 92117
IJ Elite Software Development, Inc.
Huelsebusch (2 Head)
Page 4
Fire Sprinkler Input Data
Pipe Input Data
Beg End
Node Node Pipe Description
Nominal
Diameter
(inch)
Type
GroupData
Fitting
a
Nominal
Length
(feet)
Fitting
Length
(feet)
Total CFactor
Length (gpm/inch-
(feet) psi)
60 40 CPVC SDR 13.5 0.750 0 ET 9.50 10.00 19.50 150
70 30 CPVC SDR 13.5 0.750 0 ET 6.00 10.00 16.00 150
30 40 CPVC SDR 13.5 1.000 0 3.00 0.00 3.00 150
40 50 CPVC SDR 13.5 1.000 0 2E3T 40.00 32.00 72.00 150
30 50 CPVC SDR 13.5 1.000 0 3E6T 106.50 60.00 166.50 150
50 55 CPVC SDR 13.5 1.000 0 6.00 1.00 7.00 150
55 56 Flow Switch 3.000 Loss
56 80 CPVC SDR 13.5 1.000 0 C 6.00 8.60 14.60 150
80 90 TYPE M COPPER TUBE 1.000 0 ET 2.00 10.50 12.50 120
90 100 TYPE M COPPER TUBE 1.250 0 6.00 0.00 6.00 120
100 110 BLAZEMASTER CPVC 2.000 0 15.00 0.00 15.00 150
110 120 Meter 3.000 Loss
120 130 TYPE M COPPER TUBE 1.000 0 2E 12.00 6.00 18.00 120
C:\ . . .\Huelsebusch 2.fiw Sunday, February 2, 2020, 9:31 AM
Fire - Fire Sprinkler Hydraulics Calculation Program
Alpha Fire Protection
San Diego, CA 92117
Elite Software Development, Inc.
Huelsebusch (2 Head)
Page 5,
Fire Sprinkler Output Data
Overall Node Groupings Output Data -
Pipe Segment
Beg. End.
Node Node
Pipe
Type
Group
Pipe Sprinkler
Flow Rate At Beg.
(gpm)
Flow
Node
(gpm)
Non-Sprinkler Flow
Out (+) In (-)
(gpm) (gpm)
Beg. Node
Residual
Pressure (psi)
Imbalance
Flow At Beg.
Node (gpm)
30 70 0 16.13 0.00 0.00 0.00 12.96 0.00000
30 40 0 -3.70
30 50 0 -12.44
40 30 0 3.70 0.00 0.00 0.00 12.97 0.00000
40 60 0 15.85
40 50 0 -19.54
50 30 0 12.44 0.00 0.00 0.00 21.83 0.00001
50 40 0 19.54
50 55 0 -31.98
55 50 0 31.98 0.00 0.00 0.00 25.52 0.00429
55 56 0 -31.97
56 55 0 31.97 0.00 0.00 0.00 28.58 -0.00431
56 80 0 -31.98
60 40 0 -15.85 15.84 0.00 0.00 10.45 -0.00542
70 30 0 -16.13 16.12 0.00 0.00 10.83 -0.00741
80 56 0 31.98 0.00 0.00 0.00 33.90 0.00001
80 90 0 -31.98
90 80 0 31.98 0.00 0.00 0.00 37.67 -0.00001
90 100 0 -31.98
100 90 0 31.98 0.00 0.00 0.00 40.08 0.00000
100 110 0 -31.98
110 100 0 31.98 0.00 0.00 0.00 40.21 0.00440
110 120 0 -31.97
120 110 0 31.97 0.00 0.00 0.00 43.27 -0.00437
120 130 0 -31.98
130 120 0 31.98 0.00 0.00 -31.98 50.00
C:\ . . .\Huelsebusch 2.fiw Sunday, February 2, 2020, 9:31 AM
Fire - FiSjiiñkIiiHythulics Calculation Program Elite Softw eDéélój,ñient, Inc.1
Alpha Fire Protection Huelsebusch (2 Head)
San Diego CA 92117 Page
Fire Sprinkler Output Data
Overall Pipe Output Data
Beg. Nodal Spk/Hose Elevation Residual Nom. Dia. q (gpm)
Q (gpm)
F. L./ft
(psi/ft)
Pipe-Len.
Fit-Len. PF(psi)
End. KFactor Discharge (feet) Pressure Inside Dia. Velocity Fittings Tot-Len. PE-(psi)
Node (K) (gpm) (psi) C-Value Type-Grp PT-(psi)
70 4.90 154.00 16.12 10.83 0.75 16.12 0.13319 6.00 2.131
30 0.00 154.00 0.00 12.96 0.884 16.13 ET 10.00 0.000
CPVC SDR 13.5 150 8.43 0 16.00 2.131
30 0.00 154.00 0.00 12.96 1.00 3.70 0.00289 3.00 0.009
40 0.00 154.00 0.00 12.97 1.109 3.70 0.00 0.000
CPVC SDR 13.5 150 1.23 0 3.00 0.009
60 4.90 154.00 15.84 10.45 0.75 15.84 0.12890 9.50 2.514
40 0.00 154.00 0.00 12.97 0.884 15.85 ET 10.00 0.000
CPVC SDR 13.5 150 8.28 0 19.50 2.514
30 0.00 154.00 0.00 12.96 1.00 12.44 0.02728 106.50 4.542
50 0.00 144.00 0.00 21.83 1.109 12.44 3E6T 60.00 4.330
CPVC SDR 13.5 150 4.13 0 166.50 8.872
40 0.00 154.00 0.00 12.97 1.00 0.00 0.06296 40.00 4.533
50 0.00 144.00 0.00 21.83 1.109 19.54 2E3T 32.00 4.330
CPVC SDR 13.5 150 6.49 0 72.00 8.863
50 0.00 144.00 0.00 21.83 1.00 0.00 0.15659 6.00 1.096
55 0.00 138.00 0.00 25.52 1.109 31.98 1.00 2.598
CPVC SDR 13.5 150 10.62 0 7.00 3.694
55 ES 138.00 25.52 31.97
56 3.00 psi 138.00 28.58
56 0.00 138.00 0.00 28.58 1.00 0.00 0.15659 6.00 2.286
80 0.00 131.00 0.00 33.90 1.109 31.98 C 8.60 3.031
CPVC SDR 13.5 150 10.62 0 14.60 5.317
80 0.00 131.00 0.00 33.90 1.00 0.00 0.30173 2.00 3.772
90 0.00 131.00 0.00 37.67 1.055 31.98 ET 10.50 0.000
TYPE M COPPER TUBE 120 11.74 0 12.50 3.772
90 0.00 131.00 0.00 37.67 1.25 0.00 0.11289 6.00 0.677
100 0.00 127.00 0.00 40.08 1.291 31.98 0.00 1.732
TYPE M COPPER TUBE 120 7.84 0 6.00 2.409
100 0.00 127.00 0.00 40.08 2.00 0.00 0.00880 15.00 0.132
110 0.00 127.00 0.00 40.21 2.003 31.98 0.00 0.000
BLAZEMASTER CPVC 150 3.26 0 15.00 0.132
110 Meter 127.00 40.21 31.97
120 3.00 psi 127.00 43.27
C:\ . . .\Huelsebusch 2.fiw Sunday, February 2, 2020, 9:31 AM
Fin - Fire Sprinkler Hydraulics Calculation Program
Alpha Fire Protection
San Diego, CA 92117
Elite Software Development, 167
Huelsebusch (2 Head)
Page 7.
Fire Sprinkler Output Data
Overall Pipe Output Data (cont'd)
Beg. Nodal SpklHose Residual
End. KFactor Elevation Discharge Pressure (feet) Node (K) (gpm) (psi)
120 0.00 127.00 0.00 43.27
130 0.00 124.00 0.00 50.00
TYPE M COPPER TUBE
Nom. Dia.
Inside Dia.
C-Value
1.00
1.055
120
q (gpm)
Q (gpm)
Velocity
(fps)
0.00
31.98
11.74
F. Lift
(psi/ft)
Fittings
Type-Grp
0.30173
2E
0
Pipe-Len.
Fit-Len.
Tot-Len.
(ft)
12.00
6.00
18.00
PF-(psi)
PE-(psi)
PT-(psi)
5.431
1.299
6.730
CA .\Huelsebusch 2.fiw Sunday, February 2, 2020, 9:31 AM
Fire - Fire Sprinkler Hydraulics Calculation Program
Alpha Fire Protection
San Diego, CA 92117
4,!I\
/
Elite Software Development, Inc.
Hue!sebusch (2 Head)
Page
Fire Sprinkler Output Data
Overall Sprinkler Output Data
Flowing Area Group Sprinkler Sprinkler Code KFactor 'K' Node No. ' '
Sprinkler
Elevation
(feet)
Residual
Pressure
(psi)
Flowing Area
' /
Flowing
Density
(gpmlft2)
Sprinkler
Discharge
(gpm)
60 4.90 154.00 10.45 256.00 0.062 15.84
Sub Totals For Non-Group
70 4.90 154.00 10.83
256.00
256.00
0.062
0.063
15.84
16.12
Sub Totals For Non-Group 256.00 0.063 16.12
Totals For All Groups 512.00 0.062 31.97
C:\ . . .\Huelsebusch 2.fiw Sunday, February 2, 2020, 9:31 AM
IFiri- Fire Sprinkler Hydraulics Calculation Program
Alpha Fire Protection
[San Die 9o,CA 92117
Elite SóftiiDevelópment, Inc.
Huelsebusch (2 Head)
Page j
Fire Sprinkler Output Summary
Hydraulically Most Demanding Sprinkler Node - - -
HMD Sprinkler Node Number: 60
HMD Actual Residual Pressure: 10.45 psi
HMD Actual GPM: 15.84 gpm
Sprinkler Summary - -
Sprinkler System Type: Wet
Specified Area Of Application: 256.00 ft2
Minimum Desired Density: 0.000 gpm/ft2
Application Average Density: 0.125 gpm/ft2
Application Average Area Per Sprinkler: 128.00 ft2
Sprinkler Flow: 31.97 gpm
Average Sprinkler Flow: 15.98 gpm
Flow VelocityAnd Imbalance Summary
Maximum Flow Velocity (In Pipe 80 - 90) 11.74 ft/sec
Maximum Velocity Pressure (In Pipe 80 - 90) 0.93 psi
Allowable Maximum Nodal Pressure Imbalance: 0.1000 psi
Actual Maximum Nodal Pressure Imbalance: 0.0864 psi
Actual Average Nodal Pressure Imbalance: 0.0353 psi
Actual Maximum Nodal Flow Imbalance: -0.0074 gpm
Actual Average Nodal Flow Imbalance: 0.0023 gpm
Overall Network Summary
Number Of Unique Pipe Sections: 13
Number Of Flowing Sprinklers: 2
Pipe System Water Volume: 12.10 gal
Sprinkler Flow: 31.97 gpm
Non-Sprinkler Flow: 0.00 gpm
Specified Residual Pressure At System Inflow Node: 50.00 psi
Demand Flow At System Inflow Node: 31.98 gpm
C:\ .. .\Huelsebusch 2.fiw Sunday, February 2, 2020, 9:31 AM
Fire - Fire Sprinkler Hydraulics Calculation Program Elite SoftwariDevelopment, lnc7l
Alpha Fire Protection Huelsebusch (2 Head)
[San Diego, CA 92117 Paqe 10
Fire Sprinkler Output Data
[AydraulicSüppiy/Demand Graph
100
90
80 -
70
C)) CL
60
Cl) 5
ci) 50 0) - - ________ ________
_______ 40
30
20
10
0
0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9
Flowrate(xl 00) gpm
Supply Curve Data
Static Pressure: 55 psi
Test Residual Pressure: 50 psi
Test Flow Rate: 52 gpm
Demand Curve Data
Calculated Residual Pressure: 50.00 psi
Calculated Flow Rate: 31.98 gpm
Excess Available Residual Pressure At Calculated Flow: 2.97 psi
Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 18.99 psi
.\Huelsebusch 2.fiw Sunday, February 2, 2020, 9:31 AM
FrK2-o2-o -ôoog
Alpha Fire Protection
Submittal Package
Job: Huelsebusch Residence
1331 Knowles Ave. Carlsbad, Ca.
Scope: Provide Fire Sprinklers
for a new Single-Family Residence.
To: Carlsbad Fire Dept.
From: Alpha Fire Protection
4203 Genesee Ave. #103-424
San Diego Calif. 92117
Voice-Mail (833) alphafp
E-mail: alphafireprotection@hotmail.com
Submitted By: Don Riley
Cell # (760) 917-9058
Cal. Lic. # 582853
Date; January 10, 2020
ALPHA FIRE PROTECTION
RESIDENTIAL FIRE SPRINKLER SYSTEM
DATA BLOCK: DATE: 1/10/2020
JOB ADDRESS: 133 f KNOWLES AVE. CARLSBAD, CA.
ASSESSOR'S PARCEL NUMBER: 156-164-300
OWNER'S NAME: MELODY HUELSEBUSCH
OWNER'S PHONE NUMBER: N/A
GENERAL CONTRACTOR'S NAME: BA WORTHING CONSTRUCTION
GENERAL CONTRACTOR'S PHONE NUMBER: (760) 729-3965
SPRINKLER CONTRACTOR'S NAME: ALPHA FIRE PROTECTION (DON RILEY)
SPRINKLER CONTRACTOR'S ADDRESS: 4203 GENESEE AVE #103-424 SAN DIEGO, CA 92117
SPRINKLER CONTRACTOR'S PHONE NUMBER: (760) 917-9058 CELL
CALIFORNIA STATE LICENSE #582853 EXPIRES 12-31-2021
HYDRAULIC NOTES:
WATER METER SIZE: 1" (FIRE & DOMESTIC) EXISTING 5/8" WATER METER TO BE REPLACED
PRESSURE AT SOURCE: 50-55 PSI
METER ELEVATION: 124' AMSL FROM: INFO FROM MARCIA LONG ( CARLSBAD PW
FLOW (GPM): 52 GPM
PAD ELEVATION: 128'AMSL
PRESSURE AT PAD: 55 PSI
PIPE LENGTH: METER To PAD: 15'(+-)
Pipe Type/Size: PVC - 2"
SPRINKLER TABLE:
DATE: 1-9-20
SYMB COMPANY & MODEL ORF TYPE TEMP K-FAT CANOPY QTY
Tyco LFII 1/2" SSP Sin# TY-3596
160 Degree 4.9 White Concealed 20
________
Tyco LFII
Sin#_TY-2234 1/2"
_____
SSP
________
175 Degree
_____________
4.9
________
White Recessed
________________
4
TOTAL 24
PIPE TABLE:
TYPE MFG MODEL AREA OF USE
CPVC Tyco BLAZEMASTER SYSTEM
STEEL BULLMOOSE EDDY-THREAD SCHEDULE 30/40 NOT USED
COPPER MULLER TYPES- M, L & K SUPPLY
PVC SPEARS SCHEDULE 40 SUPPLY
NOTE: PIPE MUST BE U.L. OR F.M. LISTED FOR RESIDENTIAL FIRE SPRINKLER USE.
PLANS MUST STATE:
"PIPE WILL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS."
"A COPY OF PIPE MANUFACTURER'S INSTALLATION INSTRUCTION PAMPHLET MUST BE KEPT ON-SITE."
HUELSEBUSCH (1 HEAD)
Fire Sprinkler Reports
for
BA Worthing
P0 Box 1041
Carlsbad Ca.
Prepared By:
Don Riley
Alpha Fire Protection
4203 Genesee Ave. #103-424
San Diego Ca 92117
(760) 917-9058 cell
1/10/2020
ii- Fire Sprinkler Hydraulics Calculation Program
Alpha Fire Protection
San Diego, CA 92117
Elite Software Development, Inc.
Huelsebusch (1 Head)
7a. Page 2
General Project Data Report
General Data
Project Title: Huelsebusch (1 Head) Project File Name: Huelsebusch 1. .fiw
Designed By: Don Riley Date: 1/10/2020
Code Reference: NFPA 13-d Approving Agency: Carlsbad Fire
Client Name: BA Worthing Phone: (760) 729-3965
Address: P0 Box 1041 City, State Zip Code: Carlsbad Ca.
Company Name: Alpha Fire Protection Representative: Don Riley
Company Address: 4203 Genesee Ave. #103-424 City And State: San Diego Ca 92117
Phone: (760) 917-9058 cell
Building Name: Huelsebusch Building Owner: Melody Huelsebusch
Contact at Building: n/a Phone at Building:
Address Of Building: 1331 Knowles Ave City, State Zip Code: Carlsbad Ca. 92008
Project Data
Description Of Hazard: Light Hazard Sprinkler System Type: Wet
Design Area Of Water Application: 400 ft2 Maximum Area Per Sprinkler: 1 ft2
Default Sprinkler K-Factor: 4.90 K Default Pipe Material:
Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm
In Rack Sprinkler Allowance: 0.00 gpm
Sprinkler Specifications
Make: Tyco Model: LF II
Size: 1/2 Temperature Rating: 160 F
Water Supply Test Data
Source Of Information: Carlsbad P.W.
Test Hydrant ID: #1 Date Of Test: 1/9/20
Hydrant Elevation: 124 ft Static Pressure: 55.00 psi
Test Flow Rate: 52.00 gpm Test Residual Pressure: 50.00 psi
Calculation Project Data
Calculation Mode: Supply
System Inflow Number: 130.00 Specified Inflow Node Residual
Pressure: 50.00 psi
Number Of Active Nodes: 13
Number Of Active Pipes: 13 Number Of Inactive Pipes: 0
Number Of Active Sprinklers: 1 Number Of Inactive Sprinklers: 0
C:\ ...\Huelsebusch 1.fiw Sunday, January 12, 2020, 1:40 PM
1FijFiie Sprinkler Hydraulics Calculation Program Elite Software Development Inc. -
I Alpha Fire Protection . Huelsebusch (1 Head)
LSan Diego, CA 92117 Page 3
Fire Sprinkler Input Data
Node Input Data
Area Group Sprinkler Pressure Node Elev (It) Non-Sprinkler
Node Node Description Branch Dia KFactor (K) Estimate (psi) Branch Non- Flow (gpm)
No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk
(It) Fittings (It) KFactor (K)
10 Sprinkler ---- 4.90 19.16 154.00 0.00
0.000 0.0 ---- 0.0 0.00
20 No Discharge ---- N/A 22.78 154.00 0.00
0.000 0.0 ---- 0.0 0.00
No Discharge 30 ---- N/A 23.62 154.00 0.00
0.000 0.0 ---- 0.0 0.00
No Discharge 40 ---- N/A 23.89 154.00 0.00
0.000 0.0 ---- 0.0 0.00
No Discharge ---- N/A 29.29 144.00 0.00 50 0.000 0.0 ---- 0.0 0.00
No Discharge 60 ---- N/A 28.22 144.00 0.00
0.000 0.0 ---- 0.0 0.00
No Discharge ---- N/A 23.62 154.00 0.00 70 0.000 0.0 ---- 0.0 0.00
No Discharge 80 ---- N/A 33.05 138.00 0.00
0.000 0.0 ---- 0.0 0.00
No Discharge ---- N/A 38.46 131.00 0.00 90 0.000 0.0 ---- o.o 0.00
Non-Sprinkler 100 ---- N/A 41.71 127.00 5.00
0.000 0.0 ---- 0.0 0.00
No Discharge 110 ---- N/A 41.80 127.00 0.00
0.000 0.0 ---- 0.0 0.00
No Discharge 120 ---- N/A 44.88 127.00 0.00
0.000 0.0 ---- 0.0 0.00
130 No Discharge ---- N/A 50.00 124.00 0.00
0.000 0.0 ---- 0.0 0.00
C:\ ...\Huelsebusch 1.fiw Sunday, January 12, 2020, 1:40 PM
[tire - Fire Sprinkler Hydraulics Calculation Program
Alphi Fire Protection
San Diego, CA 92117
/ .
7
Elite Software Development, Inc.
Huelsebusch (1 Head)
Page 4
Fire Sprinkler Input Data
Pipe Input Data
Beg. End. Pipe Description Node Node
Nominal
Diameter
(inch)
Type
Group
Fitting
Data
Nominal
Length
(feet)
Fitting
Length
(feet)
Total CFactor
Length (gpm/inch-
(feet) psi)
10 20 CPVC SDR 13.5 0.750 0 ET 3.00 13.00 16.00 150
20 50 CPVC SDR 13.5 1.000 0 3E4T 65.00 48.00 113.00 150
20 30 CPVC SDR 13.5 1.000 0 ET 24.00 14.00 38.00 150
70 30 CPVC SDR 13.5 0.750 0 ET 6.00 10.00 16.00 150
30 40 CPVC SDR 13.5 1.000 0 11.00 1.00 12.00 150
60 40 CPVC SDR 13.5 0.750 0 ET 9.50 10.00 19.50 150
40 50 CPVC SDR 13.5 1.000 0 E2T 30.00 18.00 48.00 150
50 80 CPVC SDR 13.5 1.000 0 C 6.00 9.60 15.60 150
80 90 TYPE M COPPER TUBE 1.000 0 ET 6.00 10.50 16.50 120
90 100 TYPE M COPPER TUBE 1.000 0 EG 6.00 4.50 10.50 120
100 110 CPVC SDR 13.5 2.000 0 15.00 0.00 15.00 150
110 120 Meter 3.000 Loss
120 130 TYPE M COPPER TUBE 1.000 0 2E 12.00 6.00 18.00 120
C:\ ...\Huelsebusch 1.fiw Sunday, January 12, 2020, 1:40 PM
Iire -FireSprinkler Hydraulics Calculation Program
i Alpha Fire Protection
Elite Software Development, Inc.
Huelsebusch (1 Head)
San Diego, CA 92117 - _Page 5
Fire Sprinkler Output Data
Overall Node Groupings Output Data
Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance
Beg. End. Type Flow Rate At Beg. Node Out (+) In (-) Residual Flow At Beg.
Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure (psi) Node (gpm)
10 20 0 -21.46 21.45 0.00 0.00 19.16
20 10 0 21.46 0.00 0.00 0.00 22.78 0.00000
20 50 0 -10.31
20 30 0 -11.14
30 20 0 11.14 0.00 0.00 0.00 23.62 0.00000
30 70 0 0.00
30 40 0 -11.14
40 30 0 11.14 0.00 0.00 0.00 23.89 0.00000
40 60 0 0.00
40 50 0 -11.14
50 20 0 10.31 0.00 0.00 0.00 29.29 0.00000
50 40 0 11.14
50 80 0 -21.46
60 40 0 0.00 0.00 0.00 0.00 28.22 0.00000
70 30 0 0.00 0.00 0.00 0.00 23.62 0.00000
80 50 0 21.46 0.00 0.00 0.00 33.05 0.00000
80 90 0 -21.46
90 80 0 21.46 0.00 0.00 0.00 38.46 0.00000
90 100 0 -21.46
100 90 0 21.46 0.00 5.00 0.00 41.71 -0.00001
100 110 0 -26.46
110 100 0 26.46 0.00 0.00 0.00 41.80 0.00201
110 120 0 -26.45
120 110 0 26.45 0.00 0.00 0.00 44.88 -0.00200
120 130 0 -26.46
130 120 0 26.46 0.00 0.00 -26.46 50.00
C:\ ...\Huelsebusch 1.fiw Sunday, January 12, 2020, 1:40 PM
rFire - Fire Sprinkler Hydraulics Calculation Program ,. - Elite Software Development, Inc.
Alpha Fire Protection Huelsebusch (1 Head)
LSan Diego, CA 92117 Page 6
Fire Sprinkler Output Data
Overall Pipe Output Data
q (gpm) F. Lift Pipe-Len. Beg. Nodal
.
Spk/Hose Residual Nom. Dia. PF-(psi)
End. El KFactor Elevation Discharge Pressure Inside Dia. 0 (gpm) (psi/ft)Fit-Len PE-(psi)
Node. (K) (feet) (gpm) (psi) C-Value Velocity Fitt
Y;1n
gs Tot-Len'PT-(psi) g
10 4.90 154.00 21.45 19.16 0.75 21.45 0.22577 3.00 3.612
20 0.00 154.00 0.00 22.78 0.884 21.46 El 13.00 0.000
CPVC SDR 13.5 150 11.22 0 16.00 3.612
20 0.00 154.00 0.00 22.78 1.00 11.14 0.02226 24.00 0.846
30 0.00 154.00 0.00 23.62 1.109 11.14 ET 14.00 0.000
CPVC SDR 13.5 150 3.70 0 38.00 0.846
30 0.00 154.00 0.00 23.62 1.00 11.14 0.02226 11.00 0.267
40 0.00 154.00 0.00 23.89 1.109 11.14 1.00 0.000
CPVC SDR 13.5 150 3.70 0 12.00 0.267
20 0.00 154.00 0.00 22.78 1.00 10.31 0.01930 65.00 2.181
50 0.00 144.00 0.00 29.29 1.109 10.31 3E41 48.00 4.330
CPVC SDR 13.5 150 3.43 0 113.00 6.511
40 0.00 154.00 0.00 23.89 1.00 11.14 0.02226 30.00 1.068
50 0.00 144.00 0.00 29.29 1.109 11.14 E2T 18.00 4.330
CPVC SDR 13.5 150 370 0 48.00 5.398
60 0.00 144.00 0.00 28.22 0.75 0.00 0.00000 9.50 0.000
40 0.00 154.00 0.00 23.89 0.884 0.00 ET 10.00 4.330
CPVC SDR 13.5 150 0.00 0 19.50 4.330
70 0.00 154.00 0.00 23.62 0.75 0.00 0.00000 6.00 0.000
30 0.00 154.00 0.00 23.62 0.884 0.00 ET 10.00 0.000
CPVC SDR 13.5 150 0.00 0 16.00 0.000
50 0.00 144.00 0.00 29.29 1.00 0.00 0.07483 6.00 1.167
80 0.00 138.00 0.00 33.05 1.109 21.46 C 9.60 2.598
CPVC SDR 13.5 150 7.13 0 15.60 3.765
80 0.00 138.00 0.00 33.05 1.00 0.00 0.14419 6.00 2.379
90 0.00 131.00 0.00 38.46 1.055 21.46 El 10.50 3.031
TYPE M COPPER TUBE 120 7.87 0 16.50 5.410
90 0.00 131.00 0.00 38.46 1.00 0.00 0.14419 6.00 1.514
100 0.00 127.00 5.00 41.71 1.055 21.46 EG 4.50 1.732
TYPE M COPPER TUBE 120 7.87 0 10.50 3.246
100 0.00 127.00 5.00 41.71 2.00 5.00 0.00619 15.00 0.093
110 0.00 127.00 0.00 41.80 2.003 26.46 0.00 0.000
CPVC SDR 13.5 150 2.69 0 15.00 0.093
110 Meter 127.00 41.80 26.45
120 3.00 psi 127.00 44.88
C:\ ...\Huelsebusch 1.fiw Sunday, January 12, 2020, 1:40 PM
'Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.
Alpha Fire Protection / Huelsebusch (1 Head)
San Diego, CA 92117 Page
Fire Sprinkler Output Data
Overall Pipe Output Data (cont'd)
Beg. Nodal SpklHose Residual
End. KFactor Elevation Discharge Pressure (feet) Node (K) WPM) (psi)
Nom. Dia.
Inside Dia.
C-Value
q (gpm)
Q (gpm)
Velocity
(fps)
F. Lift
(psi/ft)
Fittings
Type-Grp
Pipe-Len.
Fit-Len.
Tot-Len.
(ft)
PF-(psi)
PE-(psi)
PT-(psi)
120 0.00 127.00 0.00 44.88 1.00 0.00 0.21245 12.00 3.824
130 0.00 124.00 0.00 50.00 1.055 26.46 2E 6.00 1.299
TYPE M COPPER TUBE 120 9.71 0 18.00 5.123
C:\ ...\Huelsebusch 1.fiw Sunday, January 12, 2020, 1:40 PM
[
Fire - Fire Sprinkler Hydraulics Calculation Program
Alpha Fire Protection
San Diego, CA 92117
Elite Software Development, Inc.
Huelsebusch (1 Head)
Page 8
Fire Sprinkler Output Data
Overall Sprinkler Output Data
Flowing
Sprinkler Area Group Sprinkler
Code KFactor (K) Node No.
Sprinkler
Elevation
(feet)
Residual
Pressure
(psi)
Flowing Area
(ft2)
Flowing
Density
(gpm/ft2)
Sprinkler
Discharge
(gpm)
10 4.90 154.00 19.16 400.00 0.054 21.45
Sub Totals For Non-Group 400.00 0.054 21.45
Totals For All Groups 400.00 0.054 21.45
C:\ ...\Huelsebusch 1.fiw Sunday, January 12, 2020,1:40 PM
Fire-,Fire Sprinkler Hydraulics Calculation Program
Alpha Fire Protection 4 Elite Software Development. Inc.
Huelsebusch (1 Head)
San Diego, CA 92117 / Page 9
Fire Sprinkler Output Summary
Hydraulically Most Demanding Sprinkler Node
HMD Sprinkler Node Number: 10
HMD Actual Residual Pressure: 19.16 psi
HMD Actual GPM: 21.45 gpm
Sprinkler Summary
Sprinkler System Type: Wet
Specified Area Of Application: 400.00 ft2
Minimum Desired Density: 20.000 gpm/ft2
Application Average Density: 0.054 gpm/1t2
Application Average Area Per Sprinkler: 400.00 ft2
Sprinkler Flow: 21.45 gpm
Average Sprinkler Flow: 21.45 gpm
Flow Velocity And Imbalance Summary
Maximum Flow Velocity (In Pipe 10 - 20) 11.22 ft/sec
Maximum Velocity Pressure (In Pipe 10 -20) 0.85 psi
Allowable Maximum Nodal Pressure Imbalance: 0.1000 psi
Actual Maximum Nodal Pressure Imbalance: 0.0602 psi
Actual Average Nodal Pressure Imbalance: 0.0318 psi
Actual Maximum Nodal Flow Imbalance: 0.0020 gpm
Actual Average Nodal Flow Imbalance: 0.0003 gpm
Overall Network Summary
Number Of Unique Pipe Sections: 13
Number Of Flowing Sprinklers: 1
Pipe System Water Volume: 10.96 gal
Sprinkler Flow: 21.45 gpm
Non-Sprinkler Flow: 5.00 gpm
Specified Residual Pressure At System Inflow Node: 50.00 psi
Demand Flow At System Inflow Node: 26.46 gpm
C:\ ...\Huelsebusch 1.fiw Sunday, January 12, 2020, 1:40 PM
'Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.
Alpha Fire Protection Huelsebusch (1 Head)
San Diego, CA 92117 Page 10
Fire Sprinkler Output Data
I Hydraulic Supply/Demand Graph
100
90
80
70
CL Co
60
55
50 50
U) ---p— I
40
30
20
10
0
0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9
Flowrate(xl 00) gpm
Supply Curve Data
Static Pressure: 55 psi
Test Residual Pressure: 50 psi
Test Flow Rate: 52 gpm
Demand Curve Data
Calculated Residual Pressure: 50.00 psi
Calculated Flow Rate: 26.46 gpm
Excess Available Residual Pressure At Calculated Flow: 3.57 psi
Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 15.99 psi
C:\ ...\Huelsebusch 1.fiw Sunday, January 12, 2020, 1:40 PM
HUELSEBUSCH (2 HEAD)
Fire Sprinkler Reports
for
BA Worthing
P0 Box 1041
Carlsbad Ca.
Prepared By:
Don Riley
Alpha Fire Protection
4203 Genesee Ave. #103-424
San Diego Ca 92117
(760) 917-9058 cell
1/10/2020
Pcô' —j—Z-O
fire - Fire Sprinkler Hydraulics Calculation Program
Alpha Fire Protection
Elite Software Development, Inc.
Huelsebusch (2 Head)
i San Dieqo, CA 92117 - .
General Project Data Report
LGeneral Data
Project Title: Huelsebusch (2 Head) Project File Name: Huelsebusch 2. .fiw
Designed By: Don Riley Date: 1/10/2020
Code Reference: NFPA 13-d Approving Agency: Carlsbad Fire
Client Name: BA Worthing Phone: (760) 729-3965
Address: P0 Box 1041 City, State Zip Code: Carlsbad Ca.
Company Name: Alpha Fire Protection Representative: Don Riley
Company Address: 4203 Genesee Ave. #103-424 City And State: San Diego Ca 92117
Phone: (760) 917-9058 cell
Building Name: Huelsebusch Building Owner: Melody Huelsebusch
Contact at Building: n/a Phone at Building.-
Address Of Building: 1331 Knowles Ave City, State Zip Code: Carlsbad Ca. 92008
Project Data
Description Of Hazard: Light Hazard Sprinkler System Type: Wet
Design Area Of Water Application: 256 ft2 Maximum Area Per Sprinkler: 256 ft2
Default Sprinkler K-Factor: 4.90 K Default Pipe Material:
Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm
In Rack Sprinkler Allowance: 0.00 gpm
Sprinkler Specifications
Make: Tyco Model: LF I!
Size: 1/2 Temperature Rating: 160 F
Water Supply Test Data
Source Of Information: Carlsbad P.W.
Test Hydrant ID: #1 Date Of Test: 7/7/18
Hydrant Elevation: 124 ft Static Pressure: 55.00 psi
Test Flow Rate: 52.00 gpm Test Residual Pressure: 50.00 psi
Calculation Project Data
Calculation Mode: Supply
System Inflow Number: 130.00 Specified Inflow Node Residual 50.00 Pressure: psi
Number Of Active Nodes: 13
Number Of Active Pipes: 13 Number Of Inactive Pipes: 0
Number Of Active Sprinklers: 2 Number Of Inactive Sprinklers: 0
C:\ . . .\Huelsebusch 2.fiw Sunday, February 2, 2020, 9:31 AM
Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.
Alpha Fire Protection Huelsebusch (2 Head)
San Diego, CA 92117 Page 3
Fire Sprinkler Input Data
Node Input Data
Sprinkler Pressure Node Elev (ft) Non-Sprinkler
Node Node Description Area Group KFactor (K) Estimate (psi) Branch Non- Flow (gpm)
No. Branch Description Branch Di Branch Len. Branch Stnd Stnd Fittings Branch Sprk (in
/ (ft) Fittings (ft) KFactor (K)
No Discharge ---- N/A 12.96 154.00 0.00 30 0.000 0.0 ---- 0.0 0.00
No Discharge ---- N/A 12.97 154.00 0.00
40 0.000 0.0 ---- 0.0 0.00
No Discharge ---- N/A 21.83 144.00 0.00 50 0.000 0.0 ---- 0.0 0.00
No Discharge ---- N/A 25.52 138.00 0.00
55 0.000 0.0 ---- 0.0 0.00
No Discharge ---- N/A 28.58 138.00 0.00
56 0.000 0.0 ---- 0.0 0.00
Sprinkler ---- 4.90 10.45 154.00 0.00
60 0.000 0.0 ---- 0.0 0.00
Sprinkler ---- 4.90 10.83 154.00 0.00
70 0.000 0.0 ---- 0.0 0.00
No Discharge ---- N/A 33.90 131.00 0.00
80 0.000 0.0 ---- 0.0 0.00
No Discharge ---- N/A 37.67 131.00 0.00
0 0.000 0.0 ---- 0.0 0.00
No Discharge ---- N/A 40.08 127.00 0.00
0 100 0.000 0.0 ---- 0.0 0.00
No Discharge ---- N/A 40.21 127.00 0.00
110 0.000 0.0 ---- 0.0 0.00
No Discharge ---- N/A 43.27 127.00 0.00
120 0.000 0.0 ---- 0.0 0.00
No Discharge ---- N/A 50.00 124.00 0.00
130 0.000 0.0 ---- 0.0 0.00
C:\ .. .\Huelsebusch 2.fiw Sunday, February 2, 2020, 9:31 AM
Fire - Fire Sprinkler Hydraulics Calculation Program
Alpha Fire Protection
SanDieCA 92117 ?Pe
Elite Software Development, Inc.
Huelsebusch (2 Head)
Fire Sprinkler Input Data
[Pipe Input Data --I
Beg. Pipe Description 0 e Node
Nominal
Diameter
(inch) Group
Fitting
a a
Nominal
Length
(feet)
Fitting
Length
(feet)
Total
(feet)
Length (gpm/inch-
CFactor
psi)
60 40 CPVC SDR 13.5 0.750 0 ET 9.50 10.00 19.50 150
70 30 CPVC SDR 13.5 0.750 0 ET 6.00 10.00 16.00 150
30 40 CPVC SDR 13.5 1.000 0 3.00 0.00 3.00 150
40 50 CPVC SDR 13.5 1.000 0 2E3T 40.00 32.00 72.00 150
30 50 CPVC SDR 13.5 1.000 0 3E6T 106.50 60.00 166.50 150
50 55 CPVC SDR 13.5 1.000 0 6.00 1.00 7.00 150
55 56 Flow Switch 3.000 Loss
56 80 CPVC SDR 13.5 1.000 0 C 6.00 8.60 14.60 150
80 90 TYPE M COPPER TUBE 1.000 0 ET 2.00 10.50 12.50 120
90 100 TYPE M COPPER TUBE 1.250 0 6.00 0.00 6.00 120
100 110 BLAZEMASTER CPVC 2.000 0 15.00 0.00 15.00 150
110 120 Meter 3.000 Loss
120 130 TYPE M COPPER TUBE 1.000 0 2E 12.00 6.00 18.00 120
C:\ .. .\Huelsebusch 2.fiw Sunday, February 2, 2020, 9:31 AM
Fire Fire Sprinkler Hydraulics Calculation Program'
Plpha Fire -Protection
;,San Diego, ic!?1tL _2L.__
Elite Software Development, Inc.
Huetsebusch (2 Head)
._. .,
Fire Sprinkler Output Data
Overall Node Groupings Output Data
Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance
Beg. End. Type Flow Rate At Beg. Node Out (+) In (-) Residual Flow At Beg.
Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure (psi) Node (gpm)
30 70 0 16.13 0.00 0.00 0.00 12.96 0.00000
30 40 0 -3.70
30 50 0 -12.44
40 30 0 3.70 0.00 0.00 0.00 12.97 0.00000
40 60 0 15.85
40 50 0 -19.54
50 30 0 12.44 0.00 0.00 0.00 21.83 0.00001
50 40 0 19.54
50 55 0 -31.98
55 50 0 31.98 0.00 0.00 0.00 25.52 0.00429
55 56 0 -31.97
56 55 0 31.97 0.00 0.00 0.00 28.58 -0.00431
56 80 0 -31.98
60 40 0 -15.85 15.84 0.00 0.00 10.45 -0.00542
70 30 0 -16.13 16.12 0.00 0.00 10.83 -0.00741
80 56 0 31.98 0.00 0.00 0.00 33.90 0.00001
80 90 0 -31.98
90 80 0 31.98 0.00 0.00 0.00 37.67 -0.00001
90 100 0 -31.98
100 90 0 31.98 0.00 0.00 0.00 40.08 0.00000
100 110 0 -31.98
110 100 0 31.98 0.00 0.00 0.00 40.21 0.00440
110 120 0 -31.97
120 110 0 31.97 0.00 0.00 0.00 43.27 -0.00437
120 130 . 0 -31.98
130 120 0 31.98 0.00 0.00 -31.98 50.00
C:\ . . .\Huelsebusch 2.fiw Sunday, February 2, 2020, 9:31 AM
Fire Fire Sprinkler Hdra yulics Calculation Program Elite Software Development, Inc.
Alpha Fire Protection Huelsebusch (2 Head)
San Diego, A 92117 7 -- Page
Fire Sprinkler Output Data
Overall Pipe Output Data
Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. Lift Pipe-Len. PF-(psi)
End. KFactor Elevation Discharge Pressure Inside Dia. Q (gpm) (psi/fl) Fit-Len. PE-(psi)
Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp R
70 4.90 154.00 16.12 10.83 0.75 16.12 0.13319 6.00 2.131
30 0.00 154.00 0.00 12.96 0.884 16.13 ET 10.00 0.000
CPVC SDR 13.5 150 8.43 0 16.00 2,131
30 0.00 154.00 0.00 12.96 1.00 3.70 0.00289 3.00 0.009
40 0.00 154.00 0.00 12.97 1.109 3.70 0.00 0.000
CPVC SDR 13.5 150 1.23 0 3.00 0.009
60 4.90 154.00 15.84 10.45 0.75 15.84 0.12890 9.50 2.514
40 0.00 154.00 0.00 12.97 0.884 15.85 ET 10.00 0.000
CPVC SDR 13.5 150 8.28 0 19.50 2.514
30 0.00 154.00 0.00 12.96 1.00 12.44 0.02728 106.50 4.542
50 0.00 144.00 0.00 21.83 1.109 12.44 3E6T 60.00 4.330
CPVC SDR 13.5 150 4.13 0 166.50 8.872
40 0.00 154.00 0.00 12.97 1.00 0.00 0.06296 40.00 4.533
50 0.00 144.00 0.00 21.83 1.109 19.54 2E3T 32.00 4.330
CPVC SDR 13.5 150 6.49 0 72.00 8.863
50 0.00 144.00 0.00 21.83 1.00 0.00 0.15659 6.00 1.096
55 0.00 138.00 0.00 25.52 1.109 31.98 1.00 2.598
CPVC SDR 13.5 150 10.62 0 7.00 3.694
55 ES 138.00 25.52 31.97
56 3.00 psi 138.00 28.58
56 0.00 138.00 0.00 28.58 1.00 0.00 0.15659 6.00 2.286
80 0.00 131.00 0.00 33.90 1.109 31.98 C 8.60 3.031
CPVC SDR 13.5 150 10.62 0 14.60 5.317
80 0.00 131.00 0.00 33.90 1.00 0.00 0.30173 2.00 3.772
90 0.00 131.00 0.00 37.67 1.055 31.98 ET 10.50 0.000
TYPE M COPPER TUBE 120 11.74 0 12.50 3.772
90 0.00 131.00 0.00 37.67 1.25 0.00 0.11289 6.00 0.677
100 0.00 127.00 0.00 40.08 1.291 31.98 0.00 1.732
TYPE M COPPER TUBE 120 7.84 0 6.00 2.409
100 0.00 127.00 0.00 40.08 2.00 0.00 0.00880 15.00 0.132
110 0.00 127.00 0.00 40.21 2.003 31.98 0.00 0.000
BLAZEMASTER CPVC 150 3.26 0 15.00 0.132
110 Meter 127.00 40.21 31.97
120 3.00 psi 127.00 43.27
C:\ . . .\Huelsebusch 2.fiw Sunday, February 2, 2020, 9:31 AM
FFire - F eSprinkler Hydraulics Calculation Program .. Elite Software Development, Inc.
Alpha Fire Protection Huelsebusch (2 Head)
San Diego, CA 92117 Page
re Sprinkler Output Data
Overall Pipe Output Data (cont'd)
Beg. Nodal . SpklHose Residual Elevation .
Nom. Dia.
. .
q (gpm)
Q (gpm)
F. L. /ft
. (psi/ft)
Pipe-Len.
. Fit-Len. PF-(psi)
End. KFactor (feet) Discharge Pressure Inside Dia. Velocity Fittings Tot-Len PE-(psi)
Node (K) (gpm) (psi) C-Value (fps) Type-Grp (ft) PT-(psi)
120 0.00 127.00 0.00 43.27 1.00 0.00 0.30173 12.00 5.431
130 0.00 124.00 0.00 50.00 1.055 31.98 2E 6.00 1.299
TYPE M COPPER TUBE 120 11.74 0 18.00 6.730
CA .\Huelsebusch"2.fiw Sunday, February 2, 2020, 9:31 AM
rire - Fire Sprinkler Hydraulics Calculation Program
Alpha Fire Protection
San Diego CA 92117
. Elite Software Development, Inc.
Huelsebusch (2 Head)
Page
Fire Sprinkler Output Data
i Overall Sprinkler Output Data
Flowing Area Group Sprinkler Sprinkler
Node No. Code KFactor (K)
Sprinkler
Elevation
(feet)
Residual
Pressure
(psi)
Flowing Area
t) 2
Flowing
Density
(gpm/ft2)
Sprinkler
Discharge
(gpm)
60 4.90 154.00 10.45 256.00 0.062 15.84
Sub Totals For Non-Group
70 4.90 154.00 10.83
256.00
256.00
0.062
0.063
15.84
16.12
Sub Totals For Non-Group 256.00 0.063 16.12
Totals For All Groups 512.00 0.062 31.97
C:\ . .\Huelsebusch 2.fiw Sunday, February 2, 2020, 9:31 AM
Fire Fire Sprinkler Hydraulics Calculation Program
Alpha Fire Protection
Elite Software Development, Inc.
Huelsebusch (2 Head)
:San Diego, CA921i7 ........ .. ..... .............................................,,
[ifre Sprinkler Output Summary
Hydraulically Most Demanding Sprinkler Node
HMD Sprinkler Node Number: 60
HMD Actual Residual Pressure: 10.45 psi
HMD Actual GPM: 15.84 gpm
rinkler Summary
Sprinkler System Type: Wet
Specified Area Of Application: 256.00 ft2
Minimum Desired Density: 0.000 gpm/ft2
Application Average Density: 0.125 gpm/ft2
Application Average Area Per Sprinkler: 128.00 ft2
Sprinkler Flow: 31.97 gpm
Average Sprinkler Flow: 15.98 gpm
Flow Velocity And Imbalance Summary
Maximum Flow Velocity (In Pipe 80 - 90) 11.74 ft/sec
Maximum Velocity Pressure (In Pipe 80 - 90) 0.93 psi
Allowable Maximum Nodal Pressure Imbalance: 0.1000 psi
Actual Maximum Nodal Pressure Imbalance: 0.0864 psi
Actual Average Nodal Pressure Imbalance: 0.0353 psi
Actual Maximum Nodal Flow Imbalance: -0.0074 gpm
Actual Average Nodal Flow Imbalance: 0.0023 gpm
Overall Network Summary
Number Of Unique Pipe Sections: 13
Number Of Flowing Sprinklers: 2
Pipe System Water Volume: 12.10 gal
Sprinkler Flow: 31.97 gpm
Non-Sprinkler Flow: 0.00 gpm
Specified Residual Pressure At System Inflow Node: 50.00 psi
Demand Flow At System Inflow Node: 31.98 gpm
C:\ . . .\Huesebusch 2.fiw Sunday, February 2, 2020, 9:31 AM
Fire - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. 0 Alpha Fire Protection Huelsebusch (2 Head)
San Diego CA 92117 /.\ - - Pagelo
Fire Sprinkler Output Data
LHydraulic Supply/Demand Graph
100
90
80
70
U) 0
60
50
U) 50 - -
40 ______ - ___ ____ _____ ______
30
/
20
10
0
0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9
Flowrate(xl 00) gpm
Supply Curve Data
Static Pressure: 55 psi
Test Residual Pressure: 50 psi
Test Flow Rate: 52 gpm
Demand Curve Data
Calculated Residual Pressure: 50.00 psi
Calculated Flow Rate: 31.98 gpm
Excess Available Residual Pressure At Calculated Flow: 2.97 psi
Pressure Required For First Sprinkler Downstream From Inflow Noce To Flow: 18.99 psi
.\Huelsebusch 2.fiw Sunday, February 2, 2020, 9:31 AM
1331 Knowles Avenue, Carlsbad, CA
Marcia Long <Marcia.Long@carlsbadca.gov>
Thu 1/9/2020 7:12 AM
To: alphafireprotection@hotmail.com <alphafireprotection@hotmail.com>
Don,
In response to your request for 1331 Knowles Avenue:
Static water pressure: 50— 55 PSI 70 9
Water meter size: 5/8"
t fu 7?) 4 Best,
email logo,
3.4.15
Marcia Long
Secretary
Public Works, Utilities
5950 El Camino Real
Carlsbad, CA 92008
www.carlsbadca.gov
760-438-27220160 1760-431-2658 fax I marcia.logcarlsbadca.gov
VNER:
:LODY HUEKSEBUSCH
31 KNOWLES AVENUE
RLSBAD, CA 92008
tqcue Worldwide www.tyco-flre.com Contacts
RAPID RESPONSE Series LFII Residential
49 K-factor Concealed Pendent Sprinkler
Flat Plate, Wet Pipe and Dry Pipe Systems
General
Description
The TYCO RAPID RESPONSE Series
LFII Residential 4.9K Concealed
Pendent Sprinklers (TY3596) are dec-
orative, fast response, fusible solder
sprinklers designed for use in residen-
tial occupancies such as homes, apart-
ments, dormitories, and hotels.
The cover plate assembly conceals
the sprinkler operating components
above the ceiling. The flat profile of the
cover plate provides the optimum aes-
thetically appealing sprinkler design.
In addition, the concealed design
of the Series LFII Residential Con-
cealed Pendent Sprinklers provides
1/2 in. (12,7 mm) vertical adjustment.
This adjustment provides a measure
of flexibility when cutting fixed sprin-
kler drops.
The Series LFII Residential Concealed
Pendent Sprinklers are intended for use
in the following scenarios:
Wet and dry pipe residential sprin-
kler systems for one and two fam-
ily dwellings and mobile homes per
NFPA 13D
Wet and dry pipe residential sprin-
kler systems for residential occupan-
cies up to and including four stories
in height per NFPA 13R
Wet and dry pipe sprinkler systems
for the residential portions of any
occupancy per NFPA 13
The Series LFII Residential Concealed
Pendent Sprinklers have been designed
with heat sensitivity and water distri-
bution characteristics proven to help
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
installation 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
in the control of residential fires and to
improve the chance for occupants to
escape or be evacuated.
The Series LFII Residential Con-
cealed Pendent Sprinklers (TY3596)
are shipped with a Disposable Protec-
tive Cap. The Protective Cap is tem-
porarily removed for installation, and
then it can be replaced to help protect
the sprinkler while the ceiling is being
installed or finished. The tip of the Pro-
tective Cap can also be used to mark
the center of the ceiling hole into the
plaster board, ceiling tiles, and so on,
by gently pushing the ceiling product
against the Protective Cap. When the
ceiling installation is complete the Pro-
tective Cap is removed and the Cover
Plate Assembly is installed.
Dry Pipe System Application
The Series LFII Residential Concealed
Pendent Sprinklers offer a laboratory
approved option for designing dry pipe
residential sprinkler systems, whereas,
most residential sprinklers are labora-
tory approved for wet systems only.
Through extensive testing, it has
been determined that the number of
design sprinklers (hydraulic design
area) for the Series LFII Residential
Concealed Pendent Sprinklers need
not be increased over the number of
design sprinklers (hydraulic design
area) as specified for wet pipe sprinkler
systems, as is accustomed for density/
area sprinkler systems designed per
NFPA 13.
Consequently, the Series LFII Residen-
tial Concealed Pendent Sprinklers offer
the features of non-water filled pipe in
addition to not having to increase the
number of design sprinklers (hydraulic
design area) for systems designed to
NFPA 13,13D, or 13R.
MAY 2018
NOTICE
The The Series LFII Residential Concealed
Pendent Sprinklers (Y3596) described
herein must be installed and maintained
in compliance with this document and
with the applicable standards of the
National Fire Protection Association
(NFPA), in addition to the standards
of any authorities having jurisdiction.
Failure to do so may impair the perfor-
mance of these devices.
The owner is responsible for main-
taining their fire protection system
and devices in proper operating con-
dition. Contact the installing contrac-
tor or product manufacturer with any
questions.
Sprinkler
Identification
Number (SIN)
TY3596
TFP442
TFP442
Page 3 of 6
WET PIPE SYSTEM
Minimum Flow and Residual Pressure 2.3 Maximum
Coverage Maximum
S pacing Ordinary Temp. Rating Minimum Area
ft x ft ft 160°F (71°C) Deflector to Installation Spacing
(m x m) (m) Flow Pressure Ceiling Type ft
GPM psi (m)
(1PM) (bar)
12x12 12 13 7.0
(3,7x3,7) (3,7) (49,2) (0,48) Smooth
Ceilings
14x14 14 13 7.0 7/8tol-1/8in.
(4,3x4,3) (4,3) (49,2) (0,48) Beamed
Ceilings oer
NFPA 139 Concealed 8 16x16 16 13 7.0
(4,9x4,9) (4,9) (49,2) (0,48) 13R, or 13.
Installed in
(2,4)
18x18 18 17 12.0 beam
(5,5 x 5,5) (5,5) (64,3) (0,83) 7/8 to 1-1/8 in.
below bottom
of beam 20x20 20 20 16.7
(6,1 x 6,1) (6,1) (75,7) (1,15)
Notes:
For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage
area for which hydraulic design criteria are stated.
Requirement is based on minimum flow In GPM (I-PM) from each sprinkler. The associated residual pressures are calculated
using the nominal K-factor. Refer to Hydraulic Design under the Design Criteria section.
For NFPA 13 residential applications, the greater of 0.1 GPMJft2 over the design area or the flow In accordance with the criteria In
this table must be used.
TABLE A
WET PIPE SYSTEM
SERIES LFII RESIDENTIAL 4.9 K-FACTOR FLAT PLATE CONCEALED PENDENT SPRINKLER (TY3596)
NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA
DRY PIPE SYSTEM
Minimum Fiowand Residual Pressure 2.3 Maximum
Covers e Maximum
Spacing Ordinary Temp. Rating Minimum Area
ft x ft ft 160°F (71°C) Deflector to Installation Spacing
(mxm) (m) Flow Pressure Ceiling Type ft
GPM psi (m)
(LPM) (bar)
12x12 12 13 7.0
(3,7x3,7) (3,7) (49,2) (0,48) Smooth
Ceilings
14x14 14 14 8.2 7/8tol-1/8in.
(4,3x4,3) (4,3) (53,0) (0,57)
Beamed
p Ceilings
NFPA 139
er
or Concealed 8
(2,4) 16x16
(4,9x4,9)
16
(4,9)
15
(56,8)
9.4
(0,65) 13R, or 13.
Installed in
18x18 18 18 13.5 beam
(5,5x5,5) (5,5) (68,1) (0,93) 7/8 to 1-1/8 in.
below bottom
of beam 20 x 20 20 21 18.4
(6,1x6,1) (6,1) (79,5) (1,27)
Notes:
For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage
area for which hydraulic design criteria are stated.
Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated us-
ing the nominal K-factor. Refer to Hydraulic Design under the Design Criteria section.
For NFPA 13 residential applications, the greater of 0.1 GPM/ft2 over the design area or the flow In accordance with the criteria in
this table must be used.
TABLE B
DRY PIPE SYSTEM
RAPID RESPONSE SERIES LFII RESIDENTIAL 4.9 K-FACTOR FLAT PLATE CONCEALED PENDENT (TY3596)
NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA
tqccs
Fire Protection
Products
Worldwide www.tyco-flre.com
Contacts
RAPID RESPONSE Series LFII Residential
49 K-factor Pendent Sprinkler
Wet Pipe and Dry Pipe Systems
General
Description
TYCO RAPID RESPONSE Series
LFII Residential 4.9K Pendent and
Recessed Pendent Sprinklers (TY2234)
are decorative, fast response, frangi-
ble bulb sprinklers designed for use
in residential occupancies such as
homes, apartments, dormitories, and
hotels. When aesthetics and optimized
flow characteristics are the major con-
sideration, the Series LFII Residential
Sprinklers (1Y2234) should be the first
choice.
The Series LFII Residential Sprinklers
are intended for use in the following
scenarios:
wet and dry pipe residential sprin-
kler systems for one- and two-fam-
ily dwellings and mobile homes per
NFPA 131)
wet and dry pipe residential sprinkler
systems for residential occupancies
up to and including four stories in
height per NFPA 13R
wet and dry pipe sprinkler systems
for the residential portions of any
occupancy per NFPA 13
The recessed version of the Series
IFtI Residential Sprinklers is intended
for use in areas with finished ceilings.
It employs a two-piece Style 20
Recessed Escutcheon. The Recessed
Escutcheon provides 1/4 inch
(6,r4 mm) of recessed adjustment or up
to 1/2 inch (12,7 mm) of total adjustment
from the flush ceiling position. The
adjustment provided by the Recessed
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
installation can permanently damage
a sprinkler system or its components
and cause the sprinkler to fail to
operate in a fire situation or cause it
to operate prematurely.
Paae I of 6
Escutcheon reduces the accuracy to
which the pipe drops to the sprinklers
must be cut.
The Series LFII Residential Sprinklers
have been designed with heat sensi-
tivity and water distribution charac-
teristics proven to help in the control
of residential fires and to improve the
chance for occupants to escape or be
evacuated.
Dry Pipe System Application
The Series LFI1 Residential Pendent
and Recessed Pendent Sprinklers
offers a laboratory approved option
for designing dry pipe residential sprin-
kler systems, whereas, most residential
sprinklers are laboratory approved for
wet systems only.
Through extensive testing, it has been
determined that the number of design
sprinklers (hydraulic design area) for
the Series LFll Residential Pendent and
Recessed Pendant Sprinklers (TY2234)
need not be increased over the number
of design sprinklers (hydraulic design
area) as specified for wet pipe sprinkler
systems, as is accustomed for density/
area sprinkler systems designed per
NFPA 13.
Consequently, the Series LFII Resi-
dential Sprinklers offer the features
of non-water filled pipe in addition
to not having to increase the number
of design sprinklers (hydraulic
design area) for systems designed to
NFPA 13,13D, or 13R.
r2iQT
The Series LFII Residential Pendent
and Recessed Pendent Sprinklers
(V2284) described herein must be
Installed and maintained in compliance
with this document and the applicable
standards of the National Fire Protec-
tion Association (NFPA), in addition to
the standards of any authorities having
jurisdiction. Failure to do so may impair
the performance of these devices.
The owner is responsible for main-
taining their fire protection system
and devices in proper operating con-
dition. Contact the installing contrac-
tor or product manufacturer with any
questions.
JANUARY 2016
Sprinkler
Identification
Number (SIN)
1Y2234
Technical
Data
Approvals
UL listed (for use with wet pipe and dry
pipe systems)
C-UL Listed (for use only with wet pipe
systems)
Certified to all requirements of
NSF/ANSI 61
(Refer to the Design Criteria section for
details on these approvals.)
Maximum Working Pressure
175 psi (12,1 bat)
Discharge Coefficient
K=4.9 gpm/psi12 (70,6 ipm/barl/2)
Temperature Rating
155°F 8°C) or 175°F (19°C)
Finishes
Natural Brass, Pure White, Signal White, or
Chrome Plated
Physical Characteristics
Frame .............................Brass
Button ... ........................ copper
Sealing Assembly.. Beryllium Nickel w/TEFLON
Bulb mm)........................Glass
Compression Screw.................Bronze
Deflector ..........................Bronze
TEP400
TFP400
Page 3 of 6
r WET PIPE SYSTEM Minimum Flow and Residual Pressure (2)($)
Maximum
Coverage Ordinary Temperature Rating
155°F (68°C) Intermediate Temperature Rating
175°F Minimum Area (79°C)
Ft. x Ft. Deflector to
Ceiling
Installation
Type
Spacing
Ft. Flow Pressure Flow Pressure (mx m) gpm psi gpm psi (in) (1/min) (bar) (1/nun) (bar)
12 x 12 13 7.0 13 7.0 Smooth (3,7 x 3,7) (49,2) (0,48) (49,2) (0,48) Ceilings
1-1/4 to
4 inches 14x14 13 7.0
(4,3 x 4,8) (49,2) (0,48) (49,2) (0,48)
Beamed
Recessed
using Style 20
Escutcheon or 8 16 x 16 13 7.0 13 7.0 (4,9x4,9) (49,2) (0,48) (49,2) 'j.__ Ceilin gs per
NFPA 130
or 13R
non-recessed
per NFPA 130,
13R,orl3
(2,4)
18x18 17 12.0
__.
17 12.0 (5,5x5,&) (64,3) (0,83) (64,3) (0,83) 1-1/4tol-314
inches below
bottom of 20 x 20 20 16.7 20 16.7 (6,1 x 6,1) (75,7) (1,15) 75,7) (1.15) beam.
Notes.
For coverage area dimensions less Than or between those indicated, use the minimum required how for the next highest coverage area for Which hydraulic design criteria are stated.
Requirement is based on minimum how in gpm ftmIlrom each sprinkler. The assocrated residual pressures are cslculeted using the nominal K.factor. Refer to Hydraulic Design rw4sr the Design Criteria tico. For NFPA 13 residential applications, the greater at 0.1 gpni/ft.2 over the design area or the flow in accordance with the criteria in this table must be used.
TABLE A
WET PIPE SYSTEM
SERIES LFII RESIDENTIAL 4.9K PENDENTAND RECESSED PENDENT SPRINKLERS (TY22341 NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA
DRY PIPE SYSTEM
Maximum
Minimum Flow and Residual Pressure (2143)
Coverage Ordinary Temperature Rating Intermediate Temperature Rating Area (I) 155°F (68°C) 175°F (79°C) Minimum
Ft. x Ft.
(mxm)
Deflector to
Ceiling
Installation
Type
Spacing
Ft. Flow Pressure Flow Pressure
gpm ((latin) psi
(bar)
gpm
(I/mm)
psi
(bar)
(}
12x12 13 7.0 13 7.0 Smooth
- (3,7 x 3,7) (49,2) (0,48) (49,2.) (0,48) Ceilings
1-1/4 to 4
Inches 14 X '14 14 8.2 14 8.2 (4,3 x 4,3) (53,0) (0,57) (53,0) (0,57)
Beamed
Recessed
using Style 20
Escutcheon or 8 16x18 15 9.4 15 9.4 (4,9 x 4,9) (56,8) (0,65) (56,8) (0,65) Ceilings
per NFPA 130
or 13R
non-recessed
per NFPA 130,
18R, or 13
(2,4)
18 x 18 18 13.5 18 13.5
(5,5 x 5,5) (68,1) (0193) (68,1) ,93) 1-1/4 to 1-3/4
inches below
bottom of 20 x 20 21 18.4 21 18.4 (6,1 x 6,1) (79,5) (1,27) (79,5) (1,27) beam.
For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated.
Requirement is based on minimum flaw in gpm 41pm) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design under the Uealgn Criteria sectIon.
S. For NFPA 13 residential applications, the greater of Di gpm/ft2 over the design area or the flow in accordance with the criteria in this table must be used.
TABLE B
DRY PIPE SYSTEM
SERIES LFII RESIDENTIAL 4.9K PENDENT AND RECESSED PENDENT SPPJNKLERS (TY2234)
NFPA 130,13R, AND 13 HYDRAULIC DESIGN CRITERIA
Fire Protection
Products
Worldwide Contacts wniv.tyco-flrecom
BLAZEMASTER
CPVC Fire Sprinkler Pipe & Fittings
Submittal Sheet
General
Description
TYCO CPVC Pipe and Fittings pro-
duced by Tyco Fire Protection Prod-
ucts (TFPP) are designed exclusively
for use in wet pipe automatic fire
sprinkler systems. The TYCO CPVC Pipe and Fittings are produced from
BLAZEMASTER CPVC compound that is a specially developed thermo-
plastic compound composed of post
chlorinated polyvinyl chloride (CPVC)
resin and state of the art additives.
TYCO CPVC Pipe and Fittings are easier to Install than traditional steel
pipe systems, and at the same time,
provide superior heat resistance and
strength as compared to traditional
CPVC and PVC piping materials used in the plumbing trade. Various adapt-ers are available to connect CPVC pipe to metallic piping. All female pipe thread adapters have brass Inserts for
durability. Grooved adapters connect
directly to grooved and valves and
metallic pipe, with flexible grooved end
couplings.
Technical
Data
Sizes 3/4 Inch thru 3 lflch
Maximum Working Pressure 175 psi
Approvals UL and C-ULListed FM Approved LPCB Approved
NSF Certified
MEA Approved
City of Los Angeles
(Refer to Installation Handbook IH-1900
dated June 2008 for exact listing/approval
Intermation4
Manufacture Source
U.S.A.
Material Pipe:
ASTM F442, SDR 13.5
Fittings ASTM F438 ASTM F439 (Sch. 80)
ASTM F1970
Color Orange
Installation
TYCO CPVC Pipe and Fittings are to be to be installed in accordance with
Installation Handbook IH-1900 dated
April 2016.
The CPVC Pipe and Fittings produced
with BLAZEMASTER CPVC compound
described herein must be installed
and maintained in compliance with
this document and with the applicable
standards of the National Fire Potec-
tion Association (NFPA), in addition to the standards of anyauthorltles having
jurisdiction. Failure to do so may impair the performance of these devices.
The owner is responsible for main-
taining their fire protection system
and devices in proper operating con-
dition. Contact the installing contrac-
tor or product manufacturer with any
questions.
Page 1 of 2 APRIL 2016 TPPI 915
TFPI9I5
Page 2 of 2
Care and
Maintenance
TYCO CPVC Pipe and Fittings are to be
maintained and serviced in accordance
with this section.
Before closing afire protection system
control valve for inspection or main-
tenance work on the fire protection
system that it controls, permission to
shut down the affected fire protection
system must first be obtained from
the proper authorities and all person-
nel who may be affected by this action
must be notified.
After placing a fire protection system
in service, notify the proper authorities
and advise those responsible for moni-
toring proprietary and/or central station
alarms.
The owner is responsiple for the inspec-
tion, testing, and maintenance of their
fire protection system and de-vices
in compliance with this document, as
well as with the applicable standards
of the National Fire Protection Associa-
tion (e.g., NFPA 25), in addition to the
standards of any authority having Juris-
diction. Contact the installing contrac-
tor or product manufacturer with any
questions.
Automatic sprinkler systems should be
inspected, tested, and maintained by a
qualified Inspection Service in accor-
dance with local requirements and/or
national codes.
Limited
Warranty
For warranty terms and conditions, visit
www.tyco-fire.com
GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19448J Telephone +1-215-362-0700
Cqpyright 02018 Tyco Fire Products, LP. All rights reserved.tqqq SLAzEmASTER is trademark of The Lubrizol CorporatIop Fir. pmteetlw, PrvducL
i
WILKIN$ Reduced Pressure Principle Assembly
Application
Ideal for use where LeadFree* valves are required. Designed
for installation on potable water lines to protect against both
backsiphonage and backpressure of contaminated water into
the potable water supply. Assembly shall provide protection
where a potential health hazard exists. 0.
NS5NSI81 C t5
Standards Compliance
ASSE® Listed 1013
IAPMO® Listed
CSA® Certified B64.4
AWWA Compliant C511
Approved by the Foundation for Cross Connection
Control and Hydraulic Research at the University of
Southern California
Meets the requirements of NSF/ANSI 61*
(0.25% MAX. WEIGHTED AVERAGE LEAD CONTENT)
UL® Classified (less shut-off valves or with OS&Y valves)
C-UL® Classified
Materials
Main valve body Low Lead Cast Bronze ASTM B 584
Access covers Low Lead Cast Bronze ASTM. B 584
Fasteners Stainless Steel, 300 Series
Elastomers Silicone (FDA Approved)
Buna Nitrile (FDA Approved)
Polymers NorylTm
Springs Stainless Steel, 300 series
Ball valve handles Stainless Steel
Features
Sizes: 3/4°, 1°, 1-1/4', 1-1/2°, 2'
Maximum working water pressure 175 PSI
Maximum working water temperature 180°F
Hydrostatic test pressure 350 PSI
End connections Threaded ANSI B1.20.1
Relief Valve discharge port:
3/4°-i" - 0.63 sq. in.
11/4"-2" - 1.l9 sq. in.
Dimensions & Weiqhts (do not include pkg.)
Options
(Suffixes can be combined)
- with full port QT ball valves (standard)
MS - with integral relief valve monitor switch
S - with bronze "V" type strainer
O BMS - with battery operated monitor switch
[] FT - with integral male 450 flare SAE test fitting
O TCU - with test cocks up
[] V - with union swivel elbows (3/4" & 1°)
SE - with street elbows (3/4° & 1°)
E] U - with union ball valves
[J PF - with Z-BiteTm push fit connections* (1/2°-i" only)
[J PR - with ZPressTM press fit connections*
*Fittings ship in box with valve and must be threaded into
valve by hand on site.
Accessories
O Air gap (Model AG)
O Repair kits (rubber only)
[]Thermal expansion tank (Mdl. XT)
O Soft seated check valve (Model 40XL2)
O Shock arrester (Model 1250XL)
QT-SET Quick Test Fitting Set
Ball valve handle locks
O Test Cock Lock (Model TCL24)
MODEL
SIZE
in. mm
DIMENSIONS (approxi"ate)
A
in. mm
B
in. mm
C
in. mm
D
in. I mm
E
in. I mm
F
in. mm
G
in. mm
WITH BALL
VALVES
lbs. I kg
3/4 20 1 12 305 1 73/4 197 121/8 54 1 3 76 3 1/2 89 5 127 161/8 4101 .12 1 5.5
1 25 1 13 330 73/4 197 1 21/8 54 1 3 76 31/2 89 5 127 173/8 441 14 1 6.4 -
1114 32 17 432 1015/16 278 23/4 70 31/2 89 5 127 63/4 171 229/16 573 28 12.7
11/2 40 173/8 441 1015/16 278 2 314 70 13 1/2 89 5 127 63/4 171 24 1/16 611 28 12.7
2 50 18 1/2 470 10 15/16 278 2 3/4 70 31/2 89 5 127 63/4 171 26 1/2 673 34 15.4
Zurn Industries, LLC I Wilkins
1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766
In Canada I Zum Industries limited
3544 Nashua Drive, Mississauga, Ontario L4V 1L2 Ph. 905-405-8272, Fax 905-405-1292
www.zurn.com
Rev. F
Date: 9/16
Document No. BF-97ax12(LG)
Product No. Model 975XL20)
Page 1 of 2
tqco® Worldwide www.tyco-fire.com Contacts
RAPID RESPONSE Series LFII Residential Sprinklers
42 K-factor Horizontal Sidewall
Wet Pipe and Dry Pipe Systems
General
Description
The TYCO RAPID RESPONSE Series
LFII Residential Horizontal Sidewall
Sprinklers (TY1334) are decorative,
fast response, frangible bulb sprinklers
designed for use in residential occu-
pancies such as homes, apartments,
dormitories, and hotels. When aesthet-
ics and optimized flow characteristics
are the major consideration, the Series
LFII Residential Sidewall Sprinklers
(TY1334) should be the first choice.
The Series LFII Residential Sprinklers
are intended for use in the following
scenarios:
wet and dry pipe residential
sprinkler systems for one- and two-
family dwellings and mobile homes
per NFPA 130
wet and dry pipe residential
sprinkler systems for residential
occupancies up to and including
four stories in height per NFPA 13R
wet and dry pipe sprinkler systems
for the residential portions of any
occupancy per NFPA 13
The recessed version of the Series
LFII Residential Sprinklers is intended
for use in areas with finished walls.
It employs a two-piece Style 20
Recessed Escutcheon. The Recessed
Escutcheon provides 1/4 in. (6,4 mm)
of recessed adjustment or up to 1/2 in.
(12,7 mm) of total adjustment from the
flush mounting surface position. The
IMPORTANT
Refer to Technical Data Sheet
TFP2300 for warnings pertaining to
regulatory and health information.
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
installation can permanently damage
a sprinkler system or its compo-
nents and cause the sprinkler to fall
to operate in a fire situation or cause
it to operate prematurely.
Page 1 of 6
adjustment provided by the Recessed
Escutcheon reduces the accuracy to
which the pipe nipples to the sprinklers
must be cut.
The Series LFII Residential Sprinklers
have been designed with heat sensi-
tivity and water distribution charac-
teristics proven to help in the control
of residential fires and to improve the
chance for occupants to escape or be
evacuated.
Corrosion-resistant coatings, where
applicable, are utilized to extend the life
of copper alloy sprinklers beyond that
which would otherwise be obtained
when exposed to corrosive atmo-
spheres. Although corrosion-resistant
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 suit-
ability of these coatings for any given
corrosive environment. The effects of
ambient 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.
Dry Pipe System Application
The Series LFII Residential Horizon-
tal and Recessed Horizontal Sidewall
Sprinklers offers a laboratory approved
option for designing dry pipe residen-
tial sprinkler systems, whereas, most
residential sprinklers are laboratory
approved for wet systems only.
Through extensive testing, it has been
determined that the number of design
sprinklers (hydraulic design area) for
the Series LFII Residential Horizon-
tal Sidewall Sprinklers (TY1334) need
not be increased over the number of
design sprinklers (hydraulic design
area) as specified for wet pipe sprinkler
systems, as is accustomed for density/
area sprinkler systems designed per
NFPA 13.
Consequently, the Series LFII Resi-
dential Sprinklers offer the features
of non-water filled pipe in addition to
not having to increase the number of
design sprinklers (hydraulic design
SEPTEMBER 2019
@®
area) for systems designed to NFPA
13, 130, or 13R. Non-water filled pipe
will permit options for areas sensitive
to freezing.
NOTICE
The Series LFII Residential Horizontal
Sidewall Sprinklers described herein
must be installed and maintained in
compliance with this document and the
applicable standards of the NATIONAL
FIRE PROTECTION ASSOCIATION
(NFPA), in addition to the standards
of any authorities having jurisdiction.
Failure to do so may impair the perfor-
mance of these devices.
The owner is responsible for main-
taining their fire protection system
and devices in proper operating con-
dition. Contact the installing contrac-
tor or product manufacturer with any
questions.
Sprinkler
Identification
Number (SIN)
TY1334
TFP4IO
TFP4IO
Page 3 of 6
Operation
The glass bulb contains a fluid that
expands when exposed to heat. When
the rated temperature is reached, the
fluid expands sufficiently to shatter the
glass bulb, allowing the sprinkler to
activate and flow water.
Design
Criteria
The TYCO RAPID RESPONSE Series
LFII Residential Horizontal and
Recessed Horizontal Sidewall Sprin-
klers (1Y1334) are UL and C-UL Listed
for installation in accordance with the
following criteria.
Residential Sprinkler Design Guide
When conditions exist that are outside
the scope of the provided criteria, refer
to the Residential Sprinkler Design
Guide TFP490 for the manufactur-
er's recommendations that may be
acceptable to the local authority having
jurisdiction.
System Types
Per the UL Listing, wet pipe and
dry pipe systems may be uti-
lized. Per the. C-UL Listing, only
wet pipe systems may be utilized.
Refer to Technical Data Sheet TFP485
about the use of Residential Sprinklers
in residential dry pipe systems.
Ceiling Types
Smooth flat horizontal, or beamed, or
sloped, in accordance with the 2013
Edition of NFPA 13D, 13R, or 13 as
applicable.
Hydraulic Design
(NFPA 13D and 13R)
For systems designed to NFPA 13D
or NFPA 13R, the minimum required
sprinkler flow rates are given in Tables
A and B as a function of temperature
rating and the maximum allowable cov-
erage areas. The sprinkler flow rate is
the minimum required discharge from
each of the total number of "design
sprinklers" as specified in NFPA 13D
or NFPA 13R. The number of "design
sprinklers" specified in NFPA 13D
and 13R for wet pipe systems is to
be applied when designing dry pipe
systems.
Hydraulic Design
(NFPA 13)
For systems designed to NFPA 13, the
number of design sprinklers is to be
the four most hydraulically demanding
sprinklers. The minimum required dis-
charge from each of the four sprinklers
is to be the greater of the following:
The flow rates given in Tables A
and B as a function of temperature
rating and the maximum allowable
coverage area
A minimum discharge of 0.1 gpm/ft2
over the "design area" comprised
of the four most hydraulically
demanding sprinklers for actual
coverage areas protected by the
four sprinklers
The number of design sprinklers speci-
fied in NFPA 13 for wet pipe systems is
to be applied when designing dry pipe
systems.
Dry Pipe System Water Delivery
When using the Series LFII Residential
Horizontal Sidewall Sprinklers (TY1334)
in dry pipe sprinkler systems, the time
for water delivery must not.exceed .15
seconds for the most remote operat-
ing sprinkler.
Obstruction to Water Distribution
Sprinklers are to be located in accor-
dance with the obstruction rules of
NFPA 13D, 13R, and 13 as applica-
ble for residential sprinklers as well as
with the obstruction criteria described
within the TYCO, Technical DataSheet
TFP49O.
Operational Sensitivity
The sprinklers are to be installed
with an end-of-deflector-boss. to
wall distance of 1-1/4 to 6 inches.
In addition the top-of-defieätor4o-ceil-
ing distance is to be within therange
(Tables A and B) being hydraulically
calculated.
Sprinkler Spacing
The minimum spacing between sprin-
klers is 8 ft (2,4 m). The maximum
spacing between sprinklersi cannot
exceed the width of thecoverage area
(Tables A and B) being hydraulically
calculated, for example, maximum 12 ft
for al2ftx l2ft coverage area, orl6ft
for a 16 ft x 20 ft coverage area.
Installation
The TYCO RAPID RESPONSE Series
LFII Residential Horizontal and
Recessed Horizontal Sidewall Sprin-
klers (TY1334) must be installed in
accordance with this section.
General Instructions
Do not install any bulb type sprinkler
if the bulb is cracked or there is a loss
of liquid from the bulb. With the sprin-
kler held horizontally, a small air bubble
should be present. The diameter of the
air bubble is approximately 1/16 in.
(1,6 mm).
A leak-tight 1/2 in. NPT sprinkler joint
should be obtained by applying a
minimum to maximum torque of 7 to
14 lb-ft (9,5 to 19,0 N.m). Higher levels
of torque can distort the sprinkler. Inlet
with consequent leakage or impairment
of the sprinkler.
Do not attempt to compensate for
insufficient adjustment in an Escutch-
eon Plate by under- or over-tightening
the Sprinkler. Re-adjust the position of
the sprinkler fitting to suit.
Series LFII Residential Horizontal
Sidewall Sprinklers
The Series LFII Residential Horizontal
Sidewall Sprinklers must be installed
in accordance with the following
instructions.
Step 1. Install horizontal sidewall sprin-
klers in the horizontal position with their
centerline of waterway perpendicular to
the backwall and, parallel to the ceiling.
The word "TOP" on the Deflector is to
face towards the ceiling with the front
edge of the Deflector parallel to the
ceiling..
Step 2. With pipe-thread sealant
applied 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
6 Sprinkler Wrench (Figure 3). With ref-
erence to Figure 1, apply the. W-Type 6
Sprinkler Wrench to the wrench flats.
Series LFII Residential Recessed
Horizontal Sidewall Sprinklers
The Series LFII Residential Recessed
Horizontal Sidewall Sprinklers must be
installed in accordance with the follow-
ing instructions...
Step A. Install. recessed horizontal
sidewall sprinklers in the horizontal
position with their centerline of water-
way perpendicular to the backwall and
parallel to theceiling. The word "TOP"
on the Deflector is. to face towards the
ceiling
Step B. After installing the Style 20
Mounting Plate. over the sprinkler
threads and with pipe-thread sealant
applied to the pipe threads, hand-
tighten the sprinkler into the sprinkler
fitting.
Step C. Tighten the sprinkler into the
sprinkler fitting using only the W-Type
7 Recessed Sprinkler Wrench (Figure
4). With reference to Figure 1, apply the
W-Type 7 Recessed Sprinkler Wrench
to the sprinkler wrench flats.
Step D. After the wall has been
installed or the finish coat has been
applied, slide on the Style 20 Closure
over the Series LFII Residential Sprin-
kler and push the Closure over the
Mounting Plate until its flange comes
in contact with the wall.