HomeMy WebLinkAbout2922 MANAGUA PL; ; AS080022; Permit5/30/25, 3:20 PM AS080022 Permit Data
City of Carlsbad
Sprinkler Permit
Job Address: 2922 MANAGUA PL
Permit Type: SPRINK
Parcel No: 2154941700
Lot #: 0
Reference No.:
Permit No: AS080022
Status: ISSUED
Applied 2/15/2008
Approved: 2/19/2008
Issued: 2/19/2008
PC #: Inspector:
Project Title: ADMANI RESIDENCE 3 FIRE SPRINKLER INSPECTIONS @
$65/EA
Applicant: Owner:
PREMIER FIRE PROTECTION ADMANI FAMILY 2002 TRUST 04-09-02
P0 BOX 2027 439 JULIA DR
LAKESIDE, CA BRAWLEY CA
619-871-9795
Fees ($) Add'I Fees ($) Total ($) Balance ($)
195 0 195 0
about:blank 1/1
HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 4.31 - SUBMITTAL.
ENGINEERS : PREMIER FIRE PROTECTION. (619)-659-9795.
ADDRESS : 12651 Ridgeton Drive, Lakeside CA 92040.
LICENSE : 772285
DESIGNER ; STEVE PETRI
DATE : 01-06-2008
FILE : ADMANI
JOB NAME : ADMANI RES. TWO HEAD CALC 16 X 16
LOCATION : TWO HEAD CALC 16 X 16
DESIGN DATA.
DESIGN CRITERION:
MIN SPR FLOW
AREA PER SPRINKLER
TOTAL CALCULATED AREA
TOTAL SPRINKLERS CALCULATED
TWO HEAD CALC 16 X 16
13 Gpm
256 Sq Ft
512 Sq Ft
2
FLOW DATA.
TOTAL SPRINKLER FLOW
DOMESTIC DEMAND
TOTAL WATER REQUIRED
BASE OF RISER NODE: B FLOW:
26.2 Gpm
5.0 Gpm
31.2 Gpm
31.2 Gpm PRESSURE: 31.4 Psi
AUTHORITY HAVING JURISDICTION : CARLSBAD FIRE
PHONE
HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 4.31 - SUBMITTAL. Page 1
ENGINEERS : PREMIER FIRE PROTECTION. (619)-659-9795.
ADDRESS : 12651 Ridgeton Drive, Lakeside CA 92040.
Date: 01-06-2008 File: C:\WINDOWS\ADMANI.RES
JOB : ADMANI RES. TWO HEAD CALC 16 X 16
SOURCE I STATIC 100.0 Psi RESIDUAL : 99.0 Psi FLOW : 26 Gpm
DESIGN I SPRINKLER MANUF : TYCO MODEL : LF11 4.9
I SPRINKLER Q : 13.0 Gpm VALVE : .0 Psi
I SPRINKLER P : 7.0 Psi METER : 6.0 Psi
NODE ELEVATION K- PRESSURE DISCHARGE
NO. Feet
-----------------------------------------------------------
FACTOR Psi Gpm
1 19.0 4.9 7.0 13.0
2 19.0 4.9 7.3 13.2
4 19.0 7.5
5 19.0 13.5
6 10.0 21.4
T 10.0 24.8
B .0 31.4 5.0 DOME
A .0 33.8
M 16.0 31.7
S 16.0 SOURCE 40.1 31.2
SPRINKLERS FLOWING : 2
AREA PER SPRINKLER : 256 Sq Ft
TOTAL DESIGN AREA : 512 Sq Ft
MIN SPRINKLER FLOW : 13 Gpm
REQUIRED DENSITY : .051 Gpm/Sq Ft
COMPUTED DENSITY : .051 Gpm/Sq Ft
TOTAL SPRINKLER FLOW 26.2 Gpm
TOTAL DOMESTIC FLOW : 5 Gpm
TOTAL WATER REQUIRED : 31.2 Gpm
TOTAL SPRINKLER PRESS : 34.1 Psi
WATER METER LOSS : 6.0 Psi
VALVE FIXED LOSS : .0 Psi
Copyright (2003)
SUPPLY PRESS AVAILABLE : 98.6 Psi by
DEMAND PRESS REQUIRED : 40.1 Psi Hydronics Engineering
PRESSURE CUSHION : 58.4 Psi 34119 Fremont El, Suite 609
Fremont, Ca., 94555
MAXIMUM VELOCITY : 12.1 F/S (510) 487-9160
HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 4.31 - SUBMITTAL. Page 2
ENGINEERS : PREMIER FIRE PROTECTION. (619)-659--9795.
ADDRESS : 12651 Ridgeton Drive, Lakeside CA 92040.
Date: 01-06-2008 File: C:\WINDOWS\ADMANI.RES
JOB : ADMANI RES. TWO HEAD CALC 16 X 16
PIPE BEG FLOW K-FACTOR LENGTH C-FACTOR PRESSURE
NO. Gpm FITTING TYPE FTG FR- LOSS Psi
END DIAMETER TOTAL (Psi/Ft)
1 q= 13.0 K= 4.9
-------------------------------------------------------------------------------
L= 10.0 Pt 7.0 Pt 7.0
1 Q= 13.0 F=B F= 5.0 C= 150 Pe .0 Pv -.1
Vel= 4.4 D= 1.101 TL= 15.0 .0307 Pt .5 Pn 6.9
4 Pt 7.5
2 q= 13.2 K= 4.9
--------------------------------------------------------------------------
L= 1.0 Pt 7.3 Pt 7.3
2 Q= 13.2 F= B F= 5.0 C= 150 Pe .0 Pv -.1
Vel= 4.5 D= 1.101 TL= 6.0 .0318 Pf .2 Pn 7.2
4 Pt 7.5
4 q= .0 K= .0
--------------------------------------------------------------------------
L= 39.0 Pt 7.5 Pt 7.5
3 Q= 26.2 F= B9R F= 14.0 C= 150 Pe .0 Pv -.5
Vel= 8.8 D= 1.101 TL= 53.0 .1125 Pt 6.0 Pn 7.0
5 Pt 13.5
5 q= .0 K= .0
--------------------------------------------------------------------------
L= 17.0 Pt 13.5 Pt 13.5
4 Q= 26.2 F= LBBR F= 18.0 C= 150 Pe 3.9 Pv -.5
Vel= 8.8 D= 1.101 TL= 35.0 .1125 Pf 3.9 Pn 13.0
6 Pt 21.4
6 q= .0 K= .0
--------------------------------------------------------------------------
L= 16.0 Pt 21.4 Pt 21.4
5 Q= 26.2 F= LBRR F= 14.0 C= 150 Pe .0 Pv -.5
Vel= 8.8 D= 1.101 TL= 30.0 .1125 Pt 3.4 Pn 20.8
T Pt 24.8
T q= .0 K .0
--------------------------------------------------------------------------
L= 10.0 Pt 24.8 Pt 24.8
6 Q= 26.2 F= SCRR F= 10.0 C= 150 Pe 4.3 Pv -.5
Vel= 8.8 D= 1.101 TL= 20.0 .1125 Pf 2.3 Pn 24.2
B Pt 31.4
B q= 5.0 DOME
--------------------------------------------------------------------------
L= 5.0 Pt 31.4 Pt 31.4
7 Q= 31.2 F= LLLB F= 26.0 C= 150 Pe .0 Pv -.4
Vel= 8.0 D= 1.265 TL= 31.0 .079 Pf 2.4 Pn 30.9
A Pt 33.8
A q= .0 K= .0
--------------------------------------------------------------------------
L= 150.0 Pt 33.8 Pt 33.8
8 Q= 31.2 F= 4L4ECCRF= 35.0 C= 150 Pe -6.9 Pv -.2
Vel= 5.0 D= 1.59 TL= 185.0 .0259 Pt 4.8 Pn 33.6
M Pt 31.7
N q= .0 K= .0
--------------------------------------------------------------------------
L= 10.0 Pt 31.7 Pt 31.7
9 Q= 31.2 F= G F= 1.0 C= 150 Pe .0 Pv -1.0
Vel= 12.1 D= 1.025 TL= 11.0 .2201 Pt 2.4 Pn 30.7
S Pt 34.1
--------------------------------------------------------------------------
Meter = 6.0
S Q= 31.2 <<<
--------------------------------------------------------------------------
SOURCE >>> Pt 40.1
E=>45-E1b L=>90-E1b B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVlv
HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 4.2 - SUBMITTAL.
ENGINEERS : PREMIER FIRE PROTECTION. (619)-659-9795.
ADDRESS : 12651 Ridgeton Drive, Lakeside CA 92040.
DATE : 01-06-2008 FILE ; C:\WINDOWS\ADMANI.RES
JOB : ADMANI RES. TWO HEAD CALC 16 X 16
PSI FIRE SPRINKLER HYDRAULIC GRAPH
100 ,
90
80 ----
70
6
5 U
40
30 -
20 -
i n'
10 15 20 25
0 Supply Curve
Static : 100.0
Resid : 99.0
Flow : 26.0
30 35 40 45 50
FLOW - Gpm
Demand Curve
Avl Pr : 98.6 @ 31
Req Pr : 40.1 @ 31
Pr Cush: 58.4
Copyright: Hydronics Engineering, 2003.
34119 Fremont Bl, Suite 609,
Fremont, CA. 94555.
(510) 487-9160.
HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 4.31 - SUBMITTAL.
ENGINEERS : PREMIER FIRE PROTECTION. (619)-659-9795.
ADDRESS : 12651 Ridgeton Drive, Lakeside CA 92040.
LICENSE : 772285
DESIGNER : STEVE PETRI
DATE : 01-06-2008
FILE : ADMANIS
JOB NAME : ADMANI RES.'SIDEWALL.TWO HEAD CALC 16 X 16
LOCATION : 2922 MANGUA PLACE
DESIGN DATA.
DESIGN CRITERION:
MIN SPR FLOW
AREA PER SPRINKLER
TOTAL CALCULATED AREA
TOTAL SPRINKLERS CALCULATED
SIDEWALL TWO HEAD CALC 14 X 14
14 Gpm
196 Sq Ft
392 Sq Ft
2
FLOW DATA.
TOTAL SPRINKLER FLOW
DOMESTIC DEMAND
TOTAL WATER REQUIRED
BASE OF RISER NODE: B
28.4 Gpm
5.0 Gpm
33.4 Gpm
FLOW: 33.4 Gpm PRESSURE: 42.5 Psi
AUTHORITY HAVING JURISDICTION : CARLSBAD FIRE
PHONE
HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 4.31 - SUBMITTAL. Page 1
ENGINEERS : PREMIER FIRE PROTECTION. (619)-659-9795.
ADDRESS : 12651 Ridgeton Drive, Lakeside CA 92040.
Date: 01-06-2008 File: C:\WINDOWS\ADMANIS.RES
JOB : ADMANI RES. SIDEWALL TWO HEAD CALC 16 X 16
SOURCE I STATIC : 100.0 Psi RESIDUAL : 99.0 Psi FLOW : 28 Gpm
DESIGN I SPRINKLER MANUF : RELIABLE MODEL : Fl RES 44
I SPRINKLER Q : 14.0 Gpm VALVE : .0 Psi
I SPRINKLER P : 10.1 Psi METER : 6.0 Psi
NODE ELEVATION K- PRESSURE DISCHARGE
NO. Feet FACTOR Psi Gpm
1 19.0
-----------------------------------------------------------
4.4 10.1 14.0
2 19.0 4.4 10.7 14.4
3 19.0 11.5
4 19.0 16.2
5 19.0 23.2
6 10.0 31.6
T 10.0 35.6
B .0 42.5 5.0 DOME
A .0 45.3
M 16.0 43.8
S 16.0 SOURCE 52.6 33.4
SPRINKLERS FLOWING : 2
AREA PER SPRINKLER : 196 Sq Ft
TOTAL DESIGN AREA : 392 Sq Ft
MIN SPRINKLER FLOW : 14 Gpm
REQUIRED DENSITY : .071 Gpm/Sq Ft
COMPUTED DENSITY : .071 Gpm/Sq Ft
TOTAL SPRINKLER FLOW : 28.4 Gpm
TOTAL DOMESTIC FLOW : 5 Gpm
TOTAL WATER REQUIRED : 33.4 Gpm
TOTAL SPRINKLER PRESS : 46.6 Psi
WATER METER LOSS : 6.0 Psi
VALVE FIXED LOSS : .0 Psi
Copyright (2003)
SUPPLY PRESS AVAILABLE : 98.6 Psi by
DEMAND PRESS REQUIRED : 52.6 Psi Hydronics Engineering
PRESSURE CUSHION : 46.0 Psi 34119 Fremont B1, Suite 609
Fremont, Ca., 94555
MAXIMUM VELOCITY : 13.0 F/S (510) 487-9160
HYDRONICS:'RESIDENTIAL FIRE SPRINKLER HYDRAULICS 4.31 - SUBMITTAL. Page 2
ENGINEERS : PREMIER FIRE PROTECTION. (619)-659-9795.
ADDRESS : 12651 Ridgeton Drive, Lakeside CA 92040.
Date: 01-06-2008 File: C:\WINDOWS\ADMANIS.RES
JOB : ADMANI RES. SIDEWALL TWO HEAD CALC 16 X 16
PIPE BEG FLOW K-FACTOR LENGTH C-FACTOR PRESSURE
NO. Gpm FITTING TYPE FTG FR- LOSS Psi
END DIAMETER TOTAL (Psi/Ft)
1 q= 14.0 K= 4.4 L= 17.0 Pt 10.1 Pt 10.1
1 Q= 14.0 F= RLLL F= 22.0 C= 150 Pe .0 Pv -.1
Vel= 4.7 D= 1.101 TL= 39.0 .0352 Pf 1.4 Pn 10.0
3 Pt 11.5
2 q= 14.4 K= 4.4 -------------------------------------------------------------------------- L= 3.0 Pt 10.7 Pt 10.7
2 Q= 14.4 F= LLB F= 19.0 C= 150 Pe .0 Pv -.2
Vel= 4.8 D= 1.101 TL= 22.0 .037 Pt .8 Pn 10.5
3 Pt 11.5
3 q= .0 K= .0
--------------------------------------------------------------------------
L= 24.0 Pt 11.5 Pt 11.5
3 Q= 28.4 F= BL F= 12.0 C= 150 Pe .0 Pv -.6
Vel= 9.6 D= 1.101TL= 36.0 .1301 Pt 4.7 Pn 10.9
4 Pt 16.2
4 q= .0 K= .0
--------------------------------------------------------------------------
L= 39.0 Pt 16.2 Pt 16.2
4 Q= 28.4 F= B9R F= 14.0 C= 150 Pe .0 Pv -.6
Vel= 9.6 D= 1.101 TL= 53.0 .1301 Pt 6.9 Pn 15.6
5 Pt 23.2
5 q= .0 K= .0 L= 17.0 Pt 23.2 Pt 23.2
5 Q= 28.4 F= LBBR F= 18.0 C= 150 Pe 3.9 Pv -.6
Vel= 9.6 D= 1.101 TL= 35.0 .1301 Pt 4.6 Pn 22.5
6 Pt 31.6
6 q= .0 K= .0
--------------------------------------------------------------------------
L= 16.0 Pt 31.6 Pt 31.6
6 Q= 28.4 F= LBRR F= 14.0 C= 150 Pe .0 Pv -.6
Vel= 9.6 D= 1.101 TL= 30.0 .1301 Pt 3.9 Pn 31.0
T Pt 35.6
T q= .0 K= .0
--------------------------------------------------------------------------
L= 10.0 Pt 35.6 Pt 35.6
6 Q= 28.4 F= SCRR F= 10.0 C= 150 Pe 4.3 Pv -.6
Vel= 9.6 D= 1.101 TL= 20.0 .1301 Pt 2.6 Pn 35.0
B Pt 42.5
B q= 5.0 DOME
--------------------------------------------------------------------------
L= 5.0 Pt 42.5 Pt 42.5
7 Q= 33.4 F= LLLB F= 26.0 C= 150 Pe .0 Pv -.5
Vel= 8.5 D= 1.265 TL= 31.0 .0893 Pt 2.8 Pn 42.0
A Pt 45.3
A q= .0 K= .0
--------------------------------------------------------------------------
L= 150.0 Pt 45.3 Pt 45.3
8 Q= 33.4 F= 4L4ECCRF= 35.0 C= 150 Pe -6.9 Pv -.2
Vel= 5.4 D= 1.59 TL= 185.0 .0293 Pt 5.4 Pn 45.1
N Pt 43.8
HYDRONICS:'RESIDENTIAL FIRE SPRINKLER HYDRAULICS 4.31 - SUBMITTAL. Page 3
ENGINEERS : PREMIER FIRE PROTECTION. (619)-659-9795.
ADDRESS : 12651 Ridgeton Drive, Lakeside CA 92040.
Date: 01-06-2008 File: C:\WINDOWS\ADMANIS.RES
JOB : ADMANI RES. SIDEWALL TWO HEAD CALC 16 X 16
PIPE BEG FLOW K-FACTOR LENGTH C-FACTOR PRESSURE
NO. Gpm FITTING TYPE FTG FR- LOSS Psi
END DIAMETER TOTAL (Psi/Ft)
M q= .0
-------------------------------------------------------------------------------
K= .0 L= 10.0 Pt 43.8 Pt 43.8
9 Q= 33.4 F= G F= 1.0 C= 150 Pe .0 Pv -1.1
Ve1= 13.0 D= 1.025 TL= 11.0 .2488 Pf 2.7 Pn 42.7
S Pt 46.6
--------------------------------------------------------------------------
Meter = 6.0
S Q= 33.4 <<<
--------------------------------------------------------------------------
--------------------------------------------------------------------------
SOURCE >>> Pt 52.6
E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVlv
H{DRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 4.2 - SUBMITTAL.
ENGINEERS : PREMIER FIRE PROTECTION. (619)-659-9795.
ADDRESS : 12651 Ridgeton Drive, Lakeside CA 92040.
DATE : 01-06-2008 FILE : C:\WINDOWS\ADMANIS.RES
JOB : ADMANI RES. SIDEWALL TWO HEAD CALC 16 X 16
PSI FIRE SPRINKLER HYDRAULIC GRAPH
100 1 1 I -n I I I I 1
9
8
7
60
50 -
40
30
20
10
1
10 15 20 25
° Supply Curve
Static : 100.0
Resid 99.0
Flow : 28.0
30 35 40 45 50
FLOW - Gpm
-S Demand Curve
Avi Pr 98.6 @ 33
Req Pr 52.6 @ 33
Pr Cush: 46.0
Copyright: Hydronics Engineering, 2003.
34119 Fremont Bi, Suite 609,
Fremont, CA. 94555.
(510) 487-9160.
t
qCO /Fire & Building
I Products.
Technical Services: Tel: (800) 381-9312 I Fax: (800) 791-5500
,a
rapid response
HOME FIRE SPRINKLER SYSTEM
Series LFII Residential
Concealed Pendent Sprinklers, Flat Plate
4.9 K-factor
General
Description
The Series LFII (1Y3596) Residential
Concealed Pendent Sprinklers are
decorative, fast response, fusible sol-
der sprinklers designed for use In resi-
dential occupancies such as homes,
apartments, 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 (TY3596) provides 1/2
inch (12,7 mm) vertical adjustment.
This adjustment reduces the accuracy
to which the fixed pipe drops to the
sprinklers must be cut to help assure
a perfect fit installation.
The Series LFII are to be used in wet
pipe residential sprinkler systems for
one- and two-family dwellings and mo-
bile homes per NFPA 1313; wet pipe
residential sprinkler systems for resi-
dential occupancies up to and includ-
ing four stories In height per NFPA
13R; or, wet pipe sprinkler systems for
the residential portions of any occu-
pancy per NFPA 13.
The Series LFII (TY3596) has a 4.9
(60,5) K-factor that provides the re-
quired residential flow rates at reduced
IMPORTANT
Always refer to Technical Data :
Sheet TFP700 for the INSTALLER
WARNINGS 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 fall
to operate in a fire situation or cause
it to operate prematurely.
Page 1 of 4
pressures, enabling smaller pipe sizes
and water supply requirements.
The Series LFII (1Y3596) has been
designed with heat sensitivity and
water distribution characteristics
proven to help In the control of residen-
tial fires and to improve the chance for
occupants to escape or be evacuated.
The Series LFII (1Y3596) Residential
Concealed Pendent Sprinklers are
shipped with a Disposable Protective
Cap. The Protective Cap Is temporarily
removed for Installation, and then it
can be replaced to help protect the
sprinkler while the ceiling is being in-
stalled or finished. The tip of the Pro-
tective Cap can also be used to mark
the center of the ceiling hole into plas-
ter board, ceiling tiles, etc. by gently
pushing the ceiling product against the
Protective Cap. When the ceiling In-
stallation Is complete the Protective
Cap is removed and the Cover Plate
Assembly Installed.
WARNINGS
The Series LFII (TY3596) Residential
Concealed 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 sprinkler
manufacturer should be contacted
with any questions.
SprinkleriModel
Identification
Number
SIN 1Y3596
JANUARY, 2006
Am
Technical
Data
Approvals:
UL and C-UL Listed.
Maximum Working Pressure:
175 psi (12,1 bar)
Discharge Coefficient:
K = 4.9 GPM/psi112 (70,6 LPM/bar112)
Temperature Rating:
160°F/71°C Sprinkler with
135F/57'C Cover Plate
Vertical Adjustment:
1/2 inch (12,7 mm)
Finishes:
Cover Plate: -.
Flat White, Bright White, Chrome, or
Custom
Physical Characteristics:
Body ..............Brass
Cap ..............Bronze
Saddle .............Brass
Sealing Assembly ..........
Beryllium Nickel wi Teflont Soldered Link Halves .....Nickel
Lever . . . . ........ Bronze
Compression Screw ......Brass
Deflector ......Copper or Brass
Guide Pin Housing .....Bronze
TFP442
APPROvEp AS SUBMITTED
These plaiis liase hei
ssiih he ciIiT(Iii applwahl, c
in ill jurimliction. The osrilci or cow cior in utiliie
his review iii support ol all appIicitloll fol
pci iii ssuh the CXPICSS uuderstaiicliiie Olaf this revicu
ill ho svav iclicces tile owner or colitiic(or or their
prtcssioiiil ehiginecu or architect for sole responsibility
or lull compliance with said codes and standards.
including the building code or tir any responsihiltv Im
kticieiieies. errors. omissions or negligence in these
Plans whether or 11)( toted in this review.
Date 1/ 30105 Reviewer:
RICOMMENT) APPROVAl.
11 RECOMMEND APPROVAL. AS NOTEI)
Page 204 TFP442
Minimum Flow (b) and
Maximum Maximum Residual Pressure
Coverage Spacing For Horizontal Ceiling
Area (e) Ft. (Max. 2 inch Rise
Ft. x Ft. (m) for 12 inch Run)
(mxm)
160"F171°C
_____
Sprinkler
12x12 12 13 GPM (49,2 LPM) (3,7 x 3,7) (3.7) 7.0 psi (0,48 bar)
14x14 14 13 GPM (53,OLPM) (4,3 x 4,3) , (4,3) 7.0 psi (0,48 bar)
- 16x16 16 13 GPM (60,6 LPM) (4,9 x 4,9)___ - (4,9) 7.0 psi (0.48 bar)
18x18 18 17 GPM (643LPM) (5,5 x 5,5) (5,5) 12.0 psi (0,83 bar)
20 x 20 20 20 GPM (75,7 LPM) (6,1x6,1) (6,1) 16.7 psi (1,l5bar)
For coverage area dimensions less than or between those indicated, it is necessary to 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 using the nominal K-factor. Refer to Hydraulic Design Criteria Section for details.
TABLE A
NFPA 130 AND NFPA 13R WET PIPE HYDRAULIC DESIGN CRITERIA
FOR THE SERIES LFII (1Y3596) RESIDENTIAL CONCEALED PENDENT SPRINKLER
Guide Pins ......Stainless Steel
Support Cup ..........Steel
Cover Plate ..........Copper
Retainer ............Brass
Cover Plate Ejection Spring .....
.Stainless Steel
tDuPont Registered Trademark
Operation
When exposed to heat from a fire, the
Cover Plate, which is normally sol-
dered to the Support Cup at three
points, fails away to expose the Sprin-
kler Assembly. At this point the Deflec-
tor supported by the Arms drops down
to its operated position. The fusible
link of the Sprinkler Assembly is com-
prised of two link halves that are sol-
dered together with a thin layer of sol-
der. When the rated temperature is
reached, the solder melts and the two
link halves separate allowing the sprin-
kler to activate and flow water.
Design
Criteria
The Series LFll (1Y3596) Residential
Concealed Pendent Sprinklers are UL
and C-UL Listed for installation in ac-
cordance with the following criteria.
NOTE
When conditions exist that are outside
the scope of the provided criteria, refer
to the Residential Sprinkler Design
Guide TFP490 for the manufacturer's
recommendations that may be accept-
able to the Authority Having Jurisdic-
tion.
System Type. Only wet pipe systems
may be utilized.
Hydraulic Design. The minimum re-
quired sprinkler flow rate for systems
designed to NFPA 13D or NFPA 13R
are given in Table A as a function of
temperature rating and the maximum
allowable coverage areas. The sprin-
kler flow rate is the minimum required
discharge from each of the total
number of design sprinklers" as
specified in NFPA 13D or NFPA 13R.
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 Table A for
NFPA 13D and 13R as a function of
temperature rating and the maxi-
mum allowable coverage area.
A minimum discharge of 0.1 gpm/sq.
ft. over the design area" comprised
of the four most hydraulically de-
manding sprinklers for the actual
coverage areas being protected oy
the four sprinklers.
Obstruction To Water Distribution.
Locations of sprinklers are to be i i
accordance with the obstruction rules
of NFPA 13 for residential sprinklers.
Operational Sensitivity. The sprin-
klers are to be installed relative to the
ceiling mounting surface as shown in
Figure 3.
Sprinkler Spacing. The minimum
spacing between sprinklers is 8 feet
(2,4 m). The maximum spacing be-
tween sprinklers cannot exceed the
length of the coverage area (Ref. Ta-
ble A) being hydraulically calculated
(e.g., maximum 12 feet for a 12 ft. x
12 ft. coverage area, or 20 feet for a 20
ft. x 20 ft. coverage area).
Installation
The Series LFII (TY3596) must be in-
stalled in accordance with the follow-
ing instructions:
NOTES
Damage to the fusible Link Assembly
during installation can be avoided by
handling the sprinkler by the support
cup only (i.e., do not apply pressure to
the fusible link Assembly).
A leak tight 1/2 inch NPT sprinkler joint
should be obtained with a torque of 7
to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi-
3/17/2 5 09:53 7148792165 FIRE SPEC INC PAGE 03 , QUICK RESPONSE L OBE A UTOMA TIC SPRINKLERS
FIRE SPRINKLER GL SERIES
CORPORATION UPRIGHT.FENDENT
VERTICAL SLOE WALL
HORIZONTAL SIDEWALL
DESCRIPTIONAND OPFwioN CONVENTIONAL (OLD STYLE)
The Globe Quick Response GL Series Sprinklers are a low profile yet durable design which uthlzes a 3mm frangibleglass ampule
as the thermosensitive element. Ttis provides sprinkler operation
approximately six times faster than ordinary sprinklers. While the
Quick Response Sprinkler provides in aesthetically pleasing appear-
ance, it can be installed wherever standard spray sprinklers are specified when sUow.d by the applicable standards. it offers the additional feature of greedy Increased safety to life and Is available
In various styles orifices, temperature ratings and finishes to meet many varying design requirements. Quick Response Sprinklers QUICK RESPONSE should be used advisedly and under the direction of approving UPRIONT CONVENTIONAL authorities having junsdiction.
The heart of Globe's GL. Series sprinkler proven actuating assembly is a hermetically sealed frangible glass smpuló that contains
a precisely measured amount of fluid. When heat Is absorbed, the
liquid within the bulb expands Increasing the internal pressure. At
the prescribed temperature the Internal pressure within the ampule
exceeds the swength of the glass causing the glass to shatter. This
results in water discharge which Is distributed in an approved
pattern depending upon the deflector style used. QUICK RESPONSE
TECHNiCAL DATA PENDENT VERTICAL
See reverse side for Approvals and Specifications. SIDEWALL
Temperature Ratings - I 35°F (57*C). 155°F (68°C), 175°F (°C).
200°F (93°C). 286°F (141°C).
Water Working Pressure Rating 175 psi (12 Bars).
'Factory tested hydrostatically to 500 psi (34 Bars).
IGO 'Miximum low temperature glass bulb rating Is .67°F (.55°C). $ Frame - bronze • Deflector brass • Screw - brass
a Bulb seat - copper • Spring - nickel alloy • Seal - teflon QUICK RESPONSE
Bulb glass with alcohol based solution. 3mm size. HORIZONTAL SIDEWALL
SPRINILER TEMFERATi1R RATING/CL4SSIFJCATJON and COLOR CODING
CI AS COLOR
BULB P4.F.P.A. MAXIMUM
C!IUNQ TEMPERATURE
- ORDINARY OMNG/RED jjjj
INTERMEDIATE YELLOWIGREEN
HIGH ELLIE
4077 AJRPARK DRIVE. £TAND$H, MICGAN 41U$ 959-1444583 • FAX 9*9446.9231
JUNE 2003 A-IC EUU.ETIN GL5lS, MY. 05
Model Fl Res 44 SWC
4•10 12' I2 11O1.50mo, To
1 1/4' [21. 75mo,] 304.80mmJ
Fore 0/ FlUing
To woo Di,oeosoo r PUSH ON COVER, THEN / TURN TO A.A/L/ST UNTIL / T?CHT AGAINST WALL.
I' 0 1/2' Red— -,
r
25/8 2 l- -\-----l--
58r
-f-- [4/
TURN COLLAR UNTIL
SPRINKLER
WRENCH Boss.
I
2YIJ2*
lJMO7
Adjosfr.onl
Fl RES 44 SWC
Fig. 5
Technical Data: Fl Res 44 SWC
Thread
Sprinkler
Temp. Cover Temp.
Rating Max. Pressure Max.
Ambient Temp. K Sprinkler
Length Size Rating psi (bar) Factor Inch (mm) OF IC °F °C °C
1/S"NPT 155 68 135 57 175 (12) 100 38 4.4 2.45 (62)
Max. Sprinkler
Spacing
ft (m)
Awy
Ceiling
Deflector
Inch (mm)
Flow
gpm
(Lpm)
Pressure
psi (bar)
Sprinkler
ldentflcation
Number (SIN)
12 x 12 (3.6x3.6). 13(49.2) . 8.7(0.60)
R3531
20.7(1.43)
14 x 14 (4.3x4.3) 14(53.0) 10.2(0.71) 4-6x(4.9x49) (101-152) 16- Th 17(64.3). 15.0.(1:1)
16x 18(4.9x5.5) 19 (71.8) 18.7(l.13)
16 x 20 (4.9x6.1) 23(87.1) 27.4(1.89)
12 x 12 (3.6x3.6)
6-12
(152-305)
I
14(52.9) 10.2(0.71)
14 x 14(4.3x4.3) 15(56.7) 11.7 (0.81)
16 x 16(4.9x4.9) 18 (68.1) 16.8 (1.16)
16 x 18 (4.9x5.5) 20(75.6)
91