HomeMy WebLinkAbout1953 DOVE LN; ; AS030224; Permit10/15/2020 AS030224 Permit Data
City of Carlsbad
Sprinkler Permit
Permit No: AS030224
Job Address: 1953 DOVE LN Status: PENDING
Permit Type: SPRINK Applied 10/29/2003
Parcel No: 2150521500 Approved:
Lot #: 0
Reference No.: Issued:
PC #: Inspector:
Project Title: LA COSTA GREENS OH AS PLAN CHECK & INSPECTIONS
Applicant: Owner:
REAL ESTATE COLLATERAL MANAGEMENT
CO
C/O LIZ LAYMAN! MORROW DEV
1903 WRIGHT PL #180
CARLSBAD CA
Fees ($) Add'I Fees ($) Total ($) Balance ($)
482.75 0 482.75 0
1/1
I
M/jN7ERI/4"NL DATA SUBr"'ITTAL
Lo Gosto Greens
Building #1 - 153 Dove Lone
GArisbod, GA
LIFEGUARD FIRE PROTECTION, INC.
2005 TEF-1PLE HEIGHTS DRIVE, STE. F
OCEANSIDE, CA 92050
70-80-9997 • 7008004813 FAX
Protection Design & Consulting
—D
No ExcetiOTiS Li With. Comntefl ts
IZ4 T.
M03ozz4- FILE copy
DOUBLE CHECK DETECTOR ASSEMBLY
BACKFLOW PREVENTION
Physical Properties 1ysic1 rope1 es U.S. Patent No. 4.989,635 • U.S. Patent No. 5.107.888
U.S. Patent No. 5,385,166 • U.S. Patent No. 5,226,441
Size of Mainline 2-1/2", 3, 4", 6, 8", & io U.S. Patent No. 5,392.803' U.S. Patent No, 5.503,176
Max. Working Pressure 175 PSI (1200 KPa)
Hydrostatic Test Press. 350 PSI (2400 KPa)
Temperature Range 320 F to 140° F
(00 Cto 60° C) .
End Connections Flanged ANSI B16.1 '
Class 125
Materials
Main Valve Body Ductile iron Grade 65-45-12
Coating Fusion epoxy coated
internal and external
AWWA C550-90
MODEL 876V DOUBLE CHECK DETECTOR
(Shown In vertical position)
Shut Off Valves OS & V resilient wedge
gate valves AWWA C509
Trim Bronze
Elastomer Discs EPDM
Spring Stainless steel
MODEL 818!878V DOUBLE CHECK DETECTOR
(Shown In standard orientation)
Installation Views
I I
18 man Grooved End
4-'
FLOW
Standard orientation (Model 876"1876V) Vertical orientation (Model 876V)
* Note-Model 876 does not include grooved end coupling.
Recommended minimum clearances from permanent structures *)r
ease of testing and maintenance.
Elf
1
Support isbed by customer) ,alve weight only.
8761876V Materials of Construction
ITEM DESCRIPTION MATERIALS ITEM DESCRIPTION MATERIALS ITEM DESCRIPTION MATERIALS
I Body A536 GR 6545-12 8 Lower Spring Retainer B584 Alloy C83600 26 Gasket EPDM ASTM D2000
2 Cover A536 GR 6545-12 9 Spring Stem 30455 35 0-ring EPDM ASTM D1999
2.1 0-ring EPDM ASTM D2000 9.1 Elastic Stop Jam Nut 18-8 SS 35.1 Back Up Ring Acetal Resin
2.2 Cap Screw Plated Steel 10 Spring A13 Type 631 SS 36 Cover 8584 Alloy C83600
2.3 Hex Nut Plated Steel 10.2 Spring Shim Acetal Resin 40 Bail Valve B584 Alloy C83600
2.5 Cover (w/o holes) A536 OR 66-45-12 10.3 Spring Shim Acetal Resin 41 Nipple Brass
3 Seat Ring B524 Alloy C83600 11 Spring Guide B130 Alloy C22000 42 Gate Valve (OS&Y) AWWA C509
3.1 Gasket EPDM ASTM D2000 12 Upper Spring Retainer B584 Alloy C83600 43 Bulkhead Fitting 6584 Alloy C83600
4 Arm B584 Alloy C83600 12.1 Bushing Spring Stem Acetal Resin 43.1 Bulkhead Fitting B584 Alloy C83600
4.1 Bushing-Swing Pin Acetal Resin 13 Pivot Bearing - 8585 Alloy C83600 44 Bulkhead Fitting 8584 Alloy C83600
4.2 Swing Pin 304 SS 14 Flange Gasket Rubber/Fabric 45 Gasket EPDM ASTM D2000
5 Retaining Clip 302SS 15 Bearing Socket Acetal Resin 45.1 Gasket EPDM ASTM D2001
5.1 Retaining Clip 302 SS 16 Hex Jam Nut 18-8SS 46 Washer 836 Alloy 260
6 Check Disk (2-1/2 - 8) EPDM Coated OR. 45 Capscrew (10* Only) 18-8 SS 46.1 Washer B36 Alloy 260
Ductile Iron w/ type 17 Washer 302SS 47 Nut 8584 Alloy C83601
3045S 18 Flange Nut Plated Steel 47.1 Nut B584 Allloy C83602
Seal Disc (10* Only) Silicone ASTM D2000 18.1 Flange Nut Plated Steel 60 Identification Plate B36 Alloy C26000
6.1 Disc Holder (10* Only) ASTM A743 304 SS 19 Cover A36 Sti. Epoxy Coated 61 Identification Plate 836 Alloy C26000 6.2* Disc Retainer (10* Only) ASTM A743 304 SS 24 Bolt Plated Steel 62 Drive Screw Stainless Steel
6.3 Capscrew (10* Only) 18-8 SS 24.1 Washer Plated Steel 70 Clamp 876V Only AWWA C606
7 Load Pin 304S5 25 Bolt Plated Steel
Not Shown
2
Note: The Model 876V is shipped in the
standard (N-Shape) orientation as shown
be
qrooved end
OS &Y
Side View
Model 876V Model 876V
Standard Orientation Vertical Citaticn
Dimensions Approximate
El Net
oS&Y OS&Y
Size A B C OPEN F G H J K M (Lbs.)
2'12" 12112 2514 24'14 1618 1616 6114 111/2 31I2 1361.. 271I4 230
65 317.50 654.05 615.95 415.93 422.28 158.75 292.10 88.90 346.08 692.15 104.33
3" 121/2 2514 241. 22'4 16I.. 61/4 111/2 33/4 14'/e 281/. 30()
80 317.50 654.05 628.65 565.15 422.28 158.75 292.10 95.25 358.78 717.55 136.08
4" 14 27 /a 26I. 23'1. 1 P1 7 13 41/2 15'I2 31 330
100 355.60 708.03 679.45 590.55 450.85 177.80 330.20 114.30 393.70 787.40 149.69
60 16 321/4 321/4 301/.. 21Ii 8 13 51/2 18Ie 37114 520
150 406.40 819.15 819.15 765.18 547.9 203.20 330.20 139.70 473.08 946.15 235.87
8" 18'/2 371/2 361a 373/4 24% 9'/4 141/2 6/4 20I4 411/2 860
200 469.90 952.50 923.93 958.85 631.80 234.95 368.30 171.45 527.05 1054.10 390.09
10" 21 42'12 403/4 48 27'I2 10 15 8 24 48 1460
250 533.40 1079.50 1035.05 1219.20 698.50 254.00 381.00 203.20 609.60 1219.20 662.24
Weights do not Include risers or optional valve setter.
Note: Dimensions shown are nominal. Allowances must be made for normal manufacturing tolerances.
Refer to Specification Sheet SS VS for details on valve setter.
OLAIS -J p
Application
Non-Health Hazard Fire Spriikler Systems
Flow Orientation
Standard orientation is inlet flow vertical up, outlet flow
vertical down. Vertical orientation is inlet and outlet flow
vertical up.
Options
0 Valve Setter with MJ x FL, MJ x MJ
or FLxFL ends
Agency Compliance
Approved by the Foundation for Cross
Connection Control and Hydraulic Research
at the University of Southern California.
ASSE (Std. 1048)
ANSI/AWWA (C510-89)
CAN/CSA (1364.5)
FM*
UL*
cUL
* Less gate not FM approved.
Less gate not UL listed unless installed with UL listed
gated valves.
Model 876/876V Flow Curves
I
S S IS S Ii SI
.
4.
U
son ..Sow
S IS III II III II (II
na
-
SI IS 55 55 SI SI SI
A-Vertical orientation (model 876V)
B-Standard orientation (model 876)
FEBCO Backflow Prevention
P.O. Box 8070- Fresno, CA 93747-8070
559 252-0791 • Fax: 559453-9030- www.cmb.Ind.com
55876V 0101 ovttd O1 cMB hdttfles. Inc.
The 6" and 10" flow curves in the standard orientation
include the FEBCO valve setter model 611.
CMII IndwAdeli, Inc.
1dnl4 rriinra
ISO 9001 Certified
Schedu,em10"/Schedu1em40"
Fully Listed and FM Approved Sprinkler Pipe
When you specify Schedule-1 0/Schedule-40 sprinkler pipe you get a UL listed and FM approved product. Although these
products do not require separate approvals, Schedule-10/Schedule-40 gives you the extra quality assurance you demand.
Our Sch-10 (l',"- 8") pipe and Sch-40 (1"- 214") pipe have passed the same thorough lab testing as our other listed pipe
products, and receive periodic mill inspections from both UL and FM agents to ensure consistent quality.
I Galvanized Pipe
Schedule-I0/Schedule-40 product can be
"hot-dip" galvanized to meet FM
requirements for dry systems in
accordance with the zinc coating
specifications of ASTM A-123.
Our advanced formula mill coating of-
fers a clean, durable surface. It is also
paint-ready for custom color applications
without special preparation.
The internal surface of all black Allied
Tube & Conduit Fire Sprinkler pipe
products up to 4.5000" in diameter is
coated with our new Antibacterial For-
mula, "ABF". In scientific laboratory
test, ABS proved to have superior resis-
tance to microbial colonization of pipe
walls, thereby delaying or possibly pre-
venting the onset of Microbiologically
Influenced corrosion (MIC) when the
First Sprinkler System is first installed.
Meets "Buy American" requirement
and is available through distributors in
the USA, Canada and Mexico.
Schedule-10/Schedule-40 pipe are in
compliance with the following:
ASTM A-135, and NFPA 13. Both pipe
products have a working pressure rating
of 300 psi maximum and also meet the
stringent requirement for the following
tests:
I4Specifications
NPS Nominal I.D. WI. Wt. (H20 Filled) Pcs/ Wt/Lift (21) WI/Lift (24) WI/lift (25)
In; mm In; mm Lbs/Fl; Kg/rn LbslFt; Kg/rn Lift Lbs; Kg Lbs; Kg Lbs; Kg
ill 1.049 1.680 2.05 70 21470 2,822 2,940
25 26.6 2.5 3.05 70 1,120 1,280 1,334
1V4 1.380 2.270 2.93 51 2.431 2,778 2,894
32 35.1 4.36 4.36 51 1,103 1,260 1,313
1/2' 1.610 2.720 3.61 44 2,513 2.872 2,992
40 40.9 4.0 5.37 44 1,140 1,303 1,357
2' 2.067 3.650 5.13 30 2,300 2,628 2,738
50 52.5 5.4 7.63 30 1,043 1,192 1,242
2W' 2.469 5.790 7.86 19 2,310 2,640 2,750
65 62.7 8.6 11.73 19 1,048 1,197 1,247
[iSpecifications
NJ'S Nominal I.D. WI. WI. (H20 Filled) Pcs/ WI/Lift (21') WI/lift (24) WI/lift (25')
In; mm In; mm Lbs/Fl; Kg/rn Lbs/Fl; Kg/rn Lift Lbs; Kg Lbs; Kg Lbs; Kg
ill 1.097 1.400 1.81 91 2,675 3,053 3,185
25 27.9 2.1 2.70 91 1,213 1,385 1,445
1/4' 1.442 1.810 2.52 61 2,319 2,664 2,760
32 36.6 2.7 3.75 61 1,052 1,208 1,252
lW 1.682 2.080 3.04 61 2.664 3,045 3.172
40 42.7 3.1 4.52 61 1,208 1,381 1,439
2 2.157 2.640 4.22 37 2.051 2,344 2,442
50 54.8 3.9 6.28 37 930 1,063 1,108
2W' 2.635 3.530 5.89 30 27224 2,542 2.648
65 66.9 5.3 8.77 30 1,009 1,153 1,201
3.260 4.330 7.94 19 1,728 1,975 2,057
80 82.8 6.4 11.82 19 784 896 933
4.260 5.610 11.78 19 2,238 2,558 2,665
90 108.2 8.3 17.53 19 1,015 1,160 1,209
5.295 7.77 17.33 10 1,632 1,865 1,943
125 134.5 11.56 25.80 10 740 846 881
6.357 9.290 23.03 10 1.951 2.230 2.322
150 161.5 13.8 34.27 10 885 1,012 1,053
8" 8.249 16.490 40.15 7 2,424 2,770 2,885
200 209.5 24.5 59.75 7 1,100 1,256 1,309
Listed Approved Listed
16100 S. Lathrop• Harvey, IL 60426 Customer Service:
11350 Norcom Rd.' Philadelphia, PA 19154 (800)882-5543
2525 N. 27 th Ave. • Phoenix, AZ 85009 Fax 708-339-1806
S5-3
Welded Outlets
Hydrostatic Pressure
Side Wall Rupture
Vibration Test
tqco/Flow Control ç; allied
TUBE & CONDUIT
ipe F aa/Dyi a-Flow®
.Aigh Strength Steel Pipe-
The original high-strength light wall sprinkler pipe with hydruJjcs superior to Schedule-10.
Product Nominal Wt/Ft Wt/Ft PCs/ Wt/Litt Wt/Lltt Wt/Llft
NPS 1.0. N20 Filled Lift 21' 24' 25'
X 1" 1.191 0.830 1.31 - 91 1583 1812 1888
*25 30.3 1,2 1.95 91 719 822 856
x 1 1/4" 1.536 1.059 :t.87 61 1356 1560 1615
32 39.0 1.6 2,78 61 615 703 733
x11/2" 1.728 1.667 2.71 61 2135 2440 2542
*40 43.9 2.5 4.03 61 968 1107 1153
x 2" 2.203 2.104 3.70 37 1634 1868 1946
*5056.03.1 5.64 37741847883
x 2 1/2" 2.703 2.564 5.10 30 1615 1846 1923
*6568.73.87.59 30733837872
3.314 3.387 7.18 19 1351 1544 1608
*8084.25.010.6919613700729
4.310 4.473 10M6 19 1784 2039 2124
*90109.56.716.16 19 809 925 963
X 6" 6.403 7.714 21.70
*150 162.6 11.5 32,29
Super Flo/Dyna-Flow pipe is
manufactured to meet ASTM A
795 Type B, Grade A and is in
compliance with NFPA-13 and
NFPA-14. All sizes of Dyna
Flow/Super Plo are. UL Listed,
FM Approved and ULC Listed.
Super Flo/Dyna-Flow pipe is the "original"
high-siiength lightwall sprinkler pipe.
Super Flo/Dyna-Flow has outstanding
hydraulic capabilities and is recognized
as the most popular alternative to
Schedule-10 pipe. Lightweight, easy to
cut and easy to handle for installation.
Super Flo/Dyna-Flow is a valuable
addition to any fire protection system.
~~I! Superior Hydraulics -
With an inside diameter of up to 11016
larger than Schedule-40 and up to 7%
larger than Schedule-ID, SuperFlo/
Dyna-Flow pipe hydraulics are exceptional.
get I.D.s enable Super Flo/Dyna-Flow,
,Lid related components, to be down-
sized within the system, thus increasing
the potential for job cost savings. For
complete Hazen-Williams charts, refer to
"Super Flo/Dyna-Flow Hydraulic Data
Tables."
10 1620 1851 1928
10 735 840 875
Lightweight and easy to install,
resul.ting in more efficient use of
your freight and labor dollars.
Provides stability needed to
comply with standard hanger
spacing (15 ft O.C.) per NFPA.
SuperFlo/Dyna-Flow products are coated
with an environmentally approved and
specially formulated modified-acrylic or
water-based coating. This durable coating
is paintable. The black coating acts as
an excellent primer and is resistant to
weathering and UN. degradation from
outdoor storage.
Metallurgical properties provide excellent
fabrication characteristics for end prep
finishes, welding and roll grooving. No
.1—'cial process or equipment are needed
fabrication and installation.
' allied
'RJÔE & CONDUIT
A
t 9 9 t0c
Listed Approved Listed
Super Flo/Dyn a-Flow is U'LJULC
Listed for use With roll grooved,
plain-end couplings, and welded
joints for wet, dry, preaction and
deluge systems. It is FM Approved
for roll grooved, plain-end, and
welded joints for wet systems.
Refer to appropriate documentation
for up-to-date listing and approval
information. Super Flo/Dyna-Flow
is now available "hot-dip"galvanized
and has been specifically approved
by FM for dry systems uses,
Available in Standard lengths
for your convenience, or can be
ordered in custom lengths
upon approval. -
Fast cutting and welding, as well
as easy roll grooving and end
preparation.
Available in Factory roll grooved
form for quicker shop turnaround.
Clean, durable mitt coating
provides longer "shelf life" and
acts as an excellent primer for
custom paint applications.
Customer ServIce:
1800-797-6210
Fax 708-339-1806
16100 S. Lathrop 11350 Norcorn Rd, 2525 N. 27th Ave.
Harvey, IL 60426 Philadelphia, PA 19154 Phoenix, AZ 65009
Submittal Data Sheet
Super 407DynaThread5
Full Line Sch-40 Replacement
Super -tO Dyna-Thread sprinkler pipe represents an engineering advncenieni for the sprinkler
pipe industry. R combines the safety and longevity of traditional Sch-40 pipe with quality and
superior hydraulic advantages.
Comparison to Schedule 40 Super 10/Dyna-Threads inside. diameter is up 10 16%
knner than Sch-40 siving it superior hydraulics. Also, when used in combination with Dynu-Flow
pipe. down Sizing Often occurs. Super 40/Dyna-Thread is fully listed ind approved UL, ULC, and
FM for fire sprinkler applications. The life expectancy of Super 40/Dytta-Thread and Sch-40 are
equal based on the calculated wall thicknesses per UL (see CRR). The cottsisteiii quality of steel
u-ed to make Super 40/Dna-Thread facilitates smooth threading and lower maintenance costs.
The exterior of Super 40/Dvnu-Thread is protected by a clean, durable mill courirtii for extended
shelf file und eas paint application. With its increased strength and lighter weight, Supei-40/
[) na-Thread reduces installation fatigue and is ideal for retro-fit applications. Corrosion
F ixtuflee Ratio I C RR I is a UL. (Underwriters Laboratory) term fOr the estimated life expectancy
of a pipe joint. This is bused on the calculated wall thickness at the base of the first exposed thread,
t.ttnieil to he the weakest point of the pipe length. Super 40/Dyna-Thread and Sch-40 have the
,.ime calculated vLill thicknesses at this point and are both assigned the same CRR of 1.00.
Comparison to L.W.T.Pipe More wall thickness at the thread (CRR= 1.00) gives
Super 40/1Dma-Thread better life expectancy than lighttvall threadable pipe joints. Unlike
liohtwall tlircitdablc pipe. Super 40/Dyna-Thread has no thread oattge warning. Super 401
[tyna-Thread is approved for standard hanger spacing (15 ft. O.Cj, can be used as earthquake
si,av lraciny. and is safe to use as drops. Super 40/Dytta-Thread is safer to weld on than many
zinc-coated lighiwall diteadable pipe products. Super 40/Dyna-Thread is more widely accepted
tli:in lighiwall threadable where Sch-40 is specified.
Spèifications & Approvals
Supet-4f1/Dytta-Thtead pipe is timatiufttcrttted to
meet: ASTM A 135, Grade A and is in compliance
itli NFPA- 13. All sizes of Super 40/Dyna-Thread
ate rated at 300 psi working pressure. Super 40/
[)vnu-Thread is UL and ULC Listed for wet, dry
Mid pre-action sprinkler systems and FM Approved
fur use in uret sstems. Super 40/Dyna-Thread can
be hot-dip galvanized to meet FM requirement
for dr .ysicn1a. Super 40/Dyna-Thread is approved
for all threaded couplings and welded outlets and is
suti:ihle for all toll-grooved, and plain-end fittings.
(See listing itt format ion).
(LI M~ e
Wwd Approvoi LiId
Stamp Here'
jt I. 'I
Product Nominal Wt/Ft Wt/Ft PCs/
-
Wt/Litt Wt/Lift Wt/Lift
NPS ID. I-laO Fitted Lift 21' 24' 26'
1.080 1.330 1.75 70 1955 2234 2327
*25 27.4 2.0 2.60 70 887 . 1013 1056
x 1/4 1.408 1.870 24 51 2002 2288 2384
*32 35.8 2.8 3.78 5190810381081
1 1/2 1.639 2.290 3.22 44 2115 2418 2519
*4041.6 3.4 4.79 44959 10971143
x 2 2.104 3.050 4.57 30 1921 2196 2287
50 53.4 4.5 6.80 30 871 996 1037
4.irterican Tube and Pipe was acquired by Allied Tube and Conduit on February 1, 1997. The engineered lighiwall and standard teall family aiproditcis although they
have dilicrent names are the same in all respects with regard to strength, weight, bundle count, listings and approvals. For example, Dna-Flow and Super Flu are tlte
same product as are Dyna Thread and Super 10. XL is manufactured with Exterior galvanized coaling. BLT is nianulactured with Black lacquer coating,
Project: Sprinkler Contractor Date:
Engineer: Specification Reference: System Type:
Locations: Comments:
Flow Data
Friction Resistance
TIie chart expresses the frictional
resistance of various Victaulic
fittings as equivalent feet of
straight pipe. Fittings not listed
can be estimated from the data
given, for example, a 221/20 elbow
is appro2dnrntely one-half the
resistance of a 450 elbow. Values of
trod-sizes can be interpolated.
ST
4ROOVED FIT :
Grooved IPS Fittings
Victaulic fittings are designed specifically for use
in grooved piping systems.
<S9
Victaulic offers a broad line of
fittings in sizes through 240
(500 mm) in a variety of straight
and reducing styles. Most standard
fittings are cast of durable ductile
iron to precise tolerances. Victaulic
standard fittings pressure ratings
conform to the ratings of Victaulic
Style 77 couplings.
All fittings are 'supplied with
grooves or shoulders to permit fast
installation without field
preparation. The grooved design
permits flexibility for easy
alignment. These firtings are not
intended for use wifh Victaulic
couplings for plain end pipe (refer
to page 55 for fittings available for
plain end applications).
Fittings are provided in various
materials including malleable iron,
ductile iron, steel or segmentally
welded steel depending on styles
and size. Fittings ,are painted
orange enaii'iel with galvanized
optionally available, contact
Victaulic for details.
Victaulic fittings are designed
specifically for use in grooved
piping systems. Fittings are
provided grooved or with
shoulders conforming to standard
steel pipe outside diameters. When
connecting wafer or lug-type
butterfly valves directly to
Victaulic fittings with 741 or 743
Vic..Flange& adapters, check disc
clearance dimensions with I.D.
dimension of fitting.
Request 07.01.
Alternate Materials
Stainless Steel - Grooved end
fittings are available in Schedule 10
Type 316 stainless steel (Schedule
5, 40 and Type 304 optionally
available) in various sizes. Fitting
center-to-end dimensions will vary
depending upon type and
schedule.
Request 17.04 for details
Aluminum - Grooved end fittings
are available in aluminum alloy 356
T6, in sizes from 'I - 8' (25 - 200
mm). Request 21.03 or contact
Victaulic for details.
Alternate Styles
EndSeal® 'ES" Fittings -
EndSeal fittings are available in 2 -
12" (50 - 300 mm) for use with "ES'
grooved pipe and HP-70ES
EndSeal or FiroPTh couplings.
"ES" fittings are painted green [or
easy identification. EndSeal (and
standard) fittings may be easily
internally coated (by others) for
severe service requirements.
Always specify "ES EndSeal
fittings' when ordering.
Request 07.04 for infoimation on
EndSeal fittings.
Fittings Machined for Rubber
or Urethane Lining (MRL) -- For
severe abrasive services, Victaulic
fittings may be rubber or urethane
lined (by others). Lining may be
inside diameter/end (abrasion
resistance) or wrap-around
(corrosion and/or abrasion)
machined.
Bequest 25,03 or contact Victaulic
for specific details.
Pipe Pipe
Inches/mm Equivalent Feet/wears of Straight Pipe inches/mm Equivalent Feet/wears of Straight Pipe -
- 900 Elbows 450 Elbows Tees 90' Elbows 45° Elbows Tees
No. 100 No. 110 No. 100 No. 110
No. 10 1½0 No. 11 1½D No. 10 1½0 No. 11 1½0
Now. Actual Sid. Long Sid. Long Nom. Actual Sid. Long Sid. Long
Size Size Radius Radius Radius Radius Branch Run Size Size Radius Radius Radius Radius Branch Run
1 1.315 1.7 -. 0.8 - 4.2 '1.7 6 6.625 10.0 7.5 5.0 3.0 20 10.0
25 33:7 0.5 0.2 . 13 0.5 150 16113 30 2.3 15 0.9 76 30
2 2.375 3.5 2.5 1.8 1.1 8.5 3.5 6.500 9.6 -. 5.0 - 25.0 10.0
50 60.3 1.1 03 05 0.3 20 ii 6744: 1551 2.9 - 15 1 76 30
34: 3.000 4.3 -. 2.1 10.8 4.3 8 0.625 13.0 9.8 6.5 4.0 33.0 13.0 76.1 1.3 .. 07 . 33 I.3 200 :'19'i .40 3.0 2.0 1.2 101 40
3 3.500 5.0 3.8 2.6 1.6 13.0 5.0 10 10.750 17.0 12.0 8.3 5.0 41.0 17.0 Co 369 15 12 08 0.5 40 1.5 750 2.73.0 52 3.7 2.5 1.5 12.5 5.2
4 4500 6.8 5.0 3.4 2.1 160 3.8 12 12.750 20.0 14.5 10.0 6.0 50.0 20.0 100 1143 21 15 là Oil 40 2.1 300 323.9 6.1 4,4 30 16 15.2 61
'1/44: 4.250 6.4 -. 3.2 - 15.3 6.4 11 1°1.000 '1 23.0 If 18.0 60.0 17.0 106.0 1.8 09 47 20 :iso 3556 d 7.0 If s 1113 5.2
5 5.563 8.5 - 4.2 -. 21.0 8.5 16 16.000 ft 26.0 Ii 20.0 70.0 20.0 125 141.3 2.6 . 1.3 -. 6.4 26 400 406.4 ii 79 If 6.1 213 61
5/i.4: 5.250 8.1 - 4.1 - 20.0 8.1 18 18.000 ft 29.0 If 23,0 80.0 23.0 1330 25 - 1,5 6.2.7.5 454) 457.0 4 3.8 1 ?0 24.4 70
4: 5.500 8.5 - 4.2 - 21.0 8.5 20 20.000 It 33.0 II 26.0 90.0 25.0 139.7 16 - 1.3 6.4 2.6 500 508.0 ii 10.1 it 7.9 27.4 7.6
64:
6.250 9.6 -. 5.0 -. 25.0 10.0 24 24.000 ft 0.0 ft 30.0 30.5 34.0 159.0 2.9 . 15 . 76 20 600 6)0 1) Ii 122 iii 83 10.4
SI Contact Victaulic for details.
4:0.0, Dimension.
14
IP 041
GROOVED COUP.LJNGS,.,,,
................. .- 1. WmagMA"am
Style 07
Zero-Hex® Rigid Coupling
2-12 Sizes
The unique angle-pad design of
ZeroFIex® Style 07 adjusts to
standard pipe and roll or cut
groove tolerances, positively
clamping the pipe to resist flexural
and torsional loads. Wider key
section tills more of the groove
area.
Request 06.02.
Style 77
Standard
Flexible Coupling
Style 77 couplings are designed
with cross-ribbed construction to
provide a strong component for
pressure piping systems. Sizes
3/4 -12" (20- 300 mm) are two-piece
housings. Sizes 14 - 22"
(350 - 550 mm) are cast in four
identical segments, with larger
sizes cast in six segments.
Request 06.04.
11
_.Y -------,l
24" Size
--Y
---" -
Z - 1
14- 16" Sizes 18- 24" Sizes
J LZI
,..; FO//
,.x -0
3/~ - 12" Sizes 14- 22" Sizes
Nom. Max.
Work Press. Dimensions - Inches/mmSize WgtEach
X V Z Inches/nm P51/kPa Lbs./lq
750 2.45 4.13 1.88 1.6
02 10i 46 14
Ff4 750 2.60 4.00 1.88 1.6
iii> it)?
1½ 750 2.94 4.81 1.88 - 1.6
Ill ii 142 '131
2 750 3.19 - 5.44 1.68
310
2½ 750 3.08 6.13 1.88 - 2.S
05 ,1,'S >111 136 -(0 14
750 4.25 5.75 1.86 3.6 34- 51,5 '06 1413
3 750 4.56 6.81 - 1.88 3.1
no 173 I
4 750 5.81 8.25 2.06 4.8
1141) :'I.' ''UI :'ii) 52 142
750 5.56 7.44 2.06 5.2 41/44-
5 750 7.06 9.75 2.06 7.1
.i 2
700 6.36 9.18 2.06 7.4
5544- .110". 174 :23 1.
- 700 6.94 9.42 2.06 7.6
.5125 't;n '.30
6 700 8.00 10.75 2.06 8.7
1,1) 4525 2(13 "4 52 3
700 7.85 10.18 2.06 9.2 - 6/.i 4- 8:'!, 'ilO :':9 5? -' 2
700 8.00 10.75 2.06 7.2 61/2 4: ',lyi ::; .5? 3:'
8 § 600 10.25 '13.50 2.50 14.9
100 ((.30 :'oo or;
105 500 12.6 8 '16.75 2.56 25.0
2.3 '
12 § 400 14.88 18.50 2.56 28.2
Itlil 2.':)) .3.') 7,) 06
14 300 16.19 19.75 2.94 32.8
'lIt?, 411 ''L'14 75 4
16 300 18.38 21.75 2.94 41.2
400 ''5i5 .1147 107
18 ' 300 20.69 23.88 3.06 54.2 niX> 75 'I 14
20 300 23.00 27.38 3.06 67.2
Soil .5.31!, :,6l nO:, 78 .10
24 250 27.13 31.50 3.13 76.2
4k))) - 'I?:':, 00) 2431) 7)) -- 3.) 14
4- O.D.Dimension. Refer 10 notes on page 7. § Available to J.I.S. dimension
Non).
Size
Max
WorK Press. Dimensions - Inches/mm Aprx.
WgIEach
X V Z Inches/mm PSI'/0Pa Lbs./dg
~ 1,000 2.13 3.63 1.75 - 1.1
'i:' .14 1!'
1 1,000 2.38 3.88 1.75 - 1.3
1900 00 .1.1 1>13
11/4 11/i 1,000 2.63 4.63 1.75 2.0
0' 0001) ii? 113; -I-f '13)
'11/2 1,000 3.00 5.00 ' 1.75 2.1
2 '
'0 1 (-I
1,000 3.63 5,63 1.75 - 2.6
6900 1414 143
2½ 1,000 4.25 6.25 1.75 3.1
14.5 0000 1011 lOil -I.-) 'I -I
1,000 4.31 6.31 1.75 3.6 34- oo 110 iOu I-I 1 0
3 1,000 5.00 7.00 1.75 3.5
r30 69011 12: 10; -I-I 11;
31/2 1,000 5.63 8.00 1.75 - 5.6
'30 i301)0 145 20.3 ''-I '5
4 1.000 6,38 8.50 2.00 6.6
614101' 113.3' 2114 51
1,000 5.88 8.06 2.06 - 7.0 4- 01400 119 '0:, "14
5 '1,000 7.63 10.25 2.00 - 10.6
T2 1114014 194 1400 il -IS
1,000 7.34 9.20 2.06 - 0.0 5/44- 0>10)', 11143 .334 :0' II,
5/24- 1,000 7.60 9.44 2.06 11.0
ilSoil 131:1 "Ii) :14' 3,11
6 1,000 9.00 11.50 2.00 - 11.8
50 ii?>))) 12) 9'
1,000 8.50 10.38 2.66 - 13.2 b/i 1 01400 210 ,1144 :':' 00
1 6/z4- 1,000 9.19 11.50 2.06 - 13.2
14000 23.3 "92 '2 011
8 § 800 11.38 14.50 2.38 20.1
SSUO 232)1 .3145 00 91
10§ 800 13.50 16.75 2.50 - 28.3
' .15 04 (141
125 800 15.50 19.00 2.50 - 34.2
0140 S310() 30L 304 GI 15:.
14 300 16.63 20.00 2.88 - 35.6
15 300 17.88 21.25 2.88 - 48.8
16 300 19.00 22.38 2.88 - 51.1
'ItO .,'0'u':' 410 ',hi 0)
18 300 21.25 24.38 3.13 64.4
-50 2000 340 14 1)1 ,11
20 300 23.50 27.50 3.13 91.2
lOu) 70146'., :149' 1499 U) 411
22 - 300 25.63 30.00 3.13 - 92.0 41
24 250 ' 27.63 31.38 3.13 94.0
1401) 1214 :0:.' 0)' 0) - XI 6
4-0.0. Oimens,on, Refer to notes on pace 7 § Available to J.I.S. dimension.
U TLC ,1 0
INCORPORATED
CORONA. CA' (909) 737-5599 53
FIG. 99
ALL THREAD ROD CUT TO LENGTH
Size Range 3/8 thru 7/8 inch rod in 1 inch
increments.
Material - Carbon Steel
Maximum Temperature - 750°F
Finish - Plain, Electro-Galvanized, and Stainless
Steel.
Order By - Figure number, rod diameter, rod
length, and finish.
MAX. REC. LOAD LBS,
ROD FOR SERVICE TEMPS.
SIZE 650°F 750F
3/8 610 540
1/2 1130 1010
5/8 1810 1610
3/4 2710 2420
7/8 3770 3360
FIG. 100
ALL THREAD ROD FULL LENGTHS
Size Range - 1/4 thru 1-1/2 inch rod in 10'.0"
lengths.
Material - Carbon Steel
Maximum Temperature- 750°F
Finish - Plain, Electro-Galvanized, and Stainless
Steel.
Order By - Figure number, rod diameter, and
finish.
MAX. REC. LOAD LBS. APPROX.
ROD FOR SERVICE TEMPS WEIGHT
SIZE 65 OF 750F PER 100 FT.
1/4 240 215 12
1/2 1130 1010 53
L8iQP I
3/4 2710 2420 123
1 4960 4420 222
1-1/2 11630 10370 510
TO PLC 0
Ir,conronATo
CORONA, CA • (909) 137.5599 15
FIG. 2 ADJUSTABLE RING HANGER
FIG 2 NFPA ADJUSTABLE RING HANGER WITH REDUCED ROD SIZE
Size Range - 1/2 thru 6 inch pipe.
Material - Carbon Steel, Mil. Galvanized to G-90
specification.
Function - For general piping purposes. Knurled
.wivel nut design permits hanger adjustment after
installation. Spring tension on swivel nut holds it
securely in hanger before installation. Swivel nut
easily removed.
Approvals - Underwriters Laboratories listed and
[:actory Mutual Engineering approved. Conforms
to Federal Specification WW-N-171E, type 10, and
Manufacturers Standardization Society SP-69,
type 10.
Maximum Temperature - 650°F
Finish - Mil. Galvanized and Stainless Steel.
Order B - Figure number and pipe size.
PIPE ROD STOCK
MAX,
REC.
APPROX. WEIGHT PER 100
FIG. 2
SIZE SIZE A B C SIZE LOAD LBS. FIG. 2 NFPA
1/2 3/8 3-1/8 2-5/8 1-3/8 lSgaxl 400 17 17
8/k 8/8.,. , 2 Jj2 1_1J8 1.5gax.) 40Q J.7.. , .
1 3/8 3-3/8 2-5/8 1-1/8 16gax1 400
- -,
18 18
1 114 $1 3 .3/4 7/ U./8 , 16a,
1-1/2 3/8 3-7/8 2-7/8 1 169ax1 400 21 21
2 8/8 1J4 .3 1 16a1 400
2-1/2 1/2* 5-3/4 4-1/4 1-5/8 14ga x 1-3/16 600 41 40
1/4 1413/16 bOO 45 43
3-1/2 1/2* 7.3/8 5.1/4 2-1/8 Aga x 1-3/16 600 52 50
4 5/k 7/S 1 5(8 14ac 1 1/4 1000,. , §9 ,,
5 5/8 9 6-1/8 2-1/4 l2gaxl-1/4 1250 97 95
1250 139
*3/8" nut is used when NFPA rod sizing is requested.
"1/2,, nut is used when NFPA rod sizing is requested.
IN CO R P0 RATED
].20 CORONA. CA (909) 7 37-5599
FIG. 1000
"FAST CLAMP" SWAY BRACE ATTACHMENT
Size Range. Pipe size to be braced: 1" through 8"
Sch. 10 and 40. Pipe size used for bracing: 1" and
1-1/4" Sch. 40 IPS.
Material - Carbon Steel
Function . For bracing pipe against sway and
seismic disturbance. The pipe attachment com-
ponent of a sway brace system: Fig, 1000 is used
in conjunction with a Tolco 900 Series Fitting and
joined together with bracing pipe per NFPA 13*,
forming a complete sway brace assembly,
Features - Can be used to brace Schedules 10 and
40 IPS.
Field adjustable, making critical pre-engineering of
bracing pipe unnecessary.
Unique design requires no threading of bracing
pipe.
Can be used as 4-way riser brace.
Can be used as longitudinal brace.
All steel construction eliminates structural
deficiencies associated with casting type sway
brace fittings.
Comes individually packaged with illustrated
installation instructions - sizes are clearly marked.
Steel leaf spring insert provided to assure installer
and inspector that necessary minimum torque
(5 lb/It) has been achieved.
Application Note - Fast Clamp need not be field
assembled. Position Fast Clamp and tighten two
hex nuts until leaf spring flattens.
*Length of bracing pipe per National Fire
Protection Association, Pamphlet 1113, paragraph
A-3-10.3.5: 1" Schedule 40 bracing pipe maximum
7'-2". 1-1/4" Schedule 40 bracing pipe maximum
9'-2".
Approvals - Underwriters' Laboratories listed.
Note - Must be used with Tolco U.L. Listed 900
Series attachment.
Finish - Plain, Electro-Galvanized, HDG, and
Stainless Steel.
Order B - Order first by pipe size to be braced
followed by pipe size used for bracing, figure
number, and finish.
[4IiI1111
D A? MOLE SIZE A B C SIZE E F PER 100
2 1-1/2 3 9/16 2-5/16 2 88
INCORPORATED
118 CORONA. CA • (90) 737.5599
FIG. 910
SWIVEL SWAY BRACE FITTING
Size Range - 1 & 1.1/4 inch bracing pipe.,
Material - Carbon Steel
Function - For bracing pipe against sway and
seismic disturbances. The building attachment
component of a sway brace system; The Fig. 910 is
used in conjunction with the Fig. 1000 "Fast
Clamp" (or with a Fig. 4A Pipe Clamp), and joined
together with a brace pipe per NFPA #13*.
Features - Universal swivel design allows Fig. 910
to be attached at any surface angle. All steel
construction eliminates deficiencies associated
with casting type attachments.
Application Note - *Length of bracing pipe per
National Fire Protection Association Pamphlet
#13, paragraph A-3-10.3.5: 1" Schedule 40 bracing
pipe maximum 7-2". 1-1/4" Schedule 40 bracing
pipe maximum 9'-2".
Approvals - Underwriters' Laboratories listed.
Note -The Fig. 910 Swivel Attachment and the Fig.
1000 "Fast Clamp" (or Fig. 4A Pipe Clamp), make
up a sway brace system of U. L. Listed attachments
and bracing materials which satisfies the
requirements of Underwriters' Laboratories and
the National Fire Protection Association (NFPA).
Finish - Plain, Elec•t.r-atvanized, and Stainless
Steel.
Order By - Figure number, pipe size, and finish.
Note - Specific weight load conditions may require
more than one fastener to the building structure.
cu,, hrir ttchmnts mw hp nrdrcl with
BRCCO Brecco Corporation
> GAUGES
GAUGES
FOR USE WITH WET OR DRY
SYSTEMS. GAUGES HAVE A
BRONZE BURBON TUBE
MOVEMENT IN A STAINLESS
STEEL PLATED CASE
(UNLESS OTHERWISE
NOTED). 3-1/2" DIAMETER.
U.L. AND F.M. APPROVED
(UNLESS OTHERWISE
NOTED).
Part No. Description Box / Case
- GAAWSS350 AIR / WATER 0 300 psi 80 Wt STAINLESS STEEL CASE
GAASS250 AIR W/ RETARD 250 PSI
3-1/2' DIA, WI STAINLESS STEEL 60 CASE
GAWP200 2" RESIDENTIAL GAUGE 300 PSI
(NOT U. L. OR F.M. APPROVED) 100
GAAWP350 AIR I WATER W/ PLASTIC CASE 60
V
1-806'543-4194 Paz: 1-877-474-9248 AR' = AS REQUIRED breccocorp@earthiink.net
082000
_____
•Tcil _____
INCORPORATED
CORONA. CA • (909) 737-5599 41.
FIG. 51 AND FIG. 52
SIDE BEAM BRACKETS (CONT.)
L A H-2--,, .—jl : F
JI
FIG. 51 FIG, 52
FIG. 51 for NFPA Rod and Fastener Sizing
APPROX.
PIPE ROD HOLE SIZE STOCK WEIGHT
SIZE SIZE A B. C H-I H-2 SIZE PER 100
1/2 2 3/8 2 3/4 2 7/16 7/16 3/16x2 35
3J 2 3/4 2 9/26 ,7/16 3/16x2, 34 •
5-6 1/2 2.1/2 3/4. 2-1/2 9/16 9/16 3/8x2-1/2x2.1/2 71
8 '1/p 2 1/2 3/4 2 1/2 11/16 9/16 3/8.x2 1/2x2 1/2 7Q
FIG. 52 - 6 Hole Bracket
APPROX.
ROD HOLE SIZE WEIGHT
C H-i
3/8x1/2 2 1-1/16 2 9/16 7/16 9/32 3/16x2 35
FIG. 56
TAPPED SIDE BEAM CONNECTOR
Size Range 1/2 thru 4 inch pipe (3/8 inch rod).
Material - Carbon Steel
Function - Practical and economical bracket used
to support hangers from steel or wood beams. Can
be used with concrete shot-type inserts. Tapped
hole allows easy adjustment of hanger rod.
Approvals - Underwriters' Laboratories listed and
Factory Mutual Engineering approved for 1/2 - 4"
pipe
Finish - Plain, Electro-Galvanized, HDG, and
Stainless Steel,
Order By - Figure number and finish.
Note -Per NFPA #13: 1/2 thru 2 inch pipe use 3/8
inch fastener; 2-1/2 thru 4 inch pipe use 1/2 inch
fastener.
G
IF
H
ROD APPROX, PIPE SIZE HOLE SIZE . STOCK WEIGHT SIZE AB C DE F G H J SIZE PER 100
1/2 - 4 2-5/8 3/8 1 3/8 1-1/16 1-1/8 7/16 9/16 1-1/4 1/4x1 20
tqCO /Fire & Building
/ Products
Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500
A en
Customer Service/Sales:
Tel: (414) 570-5000 / (800) 558-5236
Fax: (414) 570-5010 / (800) 877-1295
Series TYFRB - 2.8,4,2,56, and 80 K-factor
Upright, Pendent, and Recessed Pendent Sprinklers
Quick Response, Standard Coverage
General
Description
The Series TY-FRB, 2.8, 4.2, 5.6, and
8.0 K-factor, Upright and Pendent
Sprinklers described in this data sheet
are quick response - standard cover-
age, decorative 3 mm glass bulb type
spray sprinklers designed for use in
light or ordinary hazard, commercial
occupancies such as banks, hotels,
shopping malls, etc.
The recessed version of the Series
TY-FRB Pendent Sprinkler, where ap-
plicable, is intended for use in areas
with a finished ceiling. It uses either a
two-piece Style 10 1/2 inch NPT) or
Style 40 (3/4 inch NPT) Recessed Es-
cutcheon with 1/2 inch (12,7 mm) of
recessed adjustment or up to 3/4 inch
(19,1 mm) of total adjustment from the
flush pendent position, or a two-piece
Style 20 (1/2 inch NPT) or Style 30(3/4
inch NPT) Recessed Escutcheon with
1/4 inch (6,4 mm) of recessed adjust-
ment or up to 1/2 inch (12,7 mm) of
total adjustment from the flush pen-
dent position. The adjustment provided
by the Recessed Escutcheon reduces
the accuracy to which the fixed pipe
drops to the sprinklers must be cut.
Corrosion resistant coatings, where
applicable, are utilized to extend the
life of copper alloy sprinklers beyond
that which would otherwise be ob-
tained when exposed to corrosive at-
mospheres. Although corrosion resis-
tant coated sprinklers have passed the
standard corrosion tests of the appli-
cable approval agencies, the testing is
not representative of all possible cor-
rosive atmospheres. Consequently, it
is recommended that the end user be
consulted with respect to the suitability
of these coatings for any given corro-
sive environment. The effects of ambi-
ent temperature, concentration of
chemicals, and gas/chemical velocity,
should be considered, as a minimum,
along with the corrosive nature of the
chemical to which the sprinklers will be
exposed.
An intermediate level versions of the
Series TY-FRB Pendent Sprinklers are
detailed in Technical Data Sheet
TFP356, and Sprinkler Guards are de-
tailed in Technical Data Sheet TFP780
WARNINGS
The Series TY-FRB 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 integrity of these devices.
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
relative to any questions.
Model/Sprinkler
Identification
Numbers
TY1131 - Upright 2.81K, 1/2'NPT
TY1231 - Pendent 2.8K, 1/2'NPT
TY2131 - Upright 4.21K, 1/2'NPT
TY2231 - Pendent 4.21K, 1/2'NPT
TY3131 - Upright 5.61K, 1/2NPT
TY3231 - Pendent 5.61K, 1/2"NPT
TY4131 - Upright 8.01K, 314"NPT
TY4231 - Pendent 8.01K, 3/4"NPT
Technical
Data
Approvals
UL and C-UL Listed.
FM, LPCB, and NYC Approved.
(Refer to Table A for complete approval
information including corrosion resis-
tant status.)
- f • r r
Maximum Working Pressure
175 psi (12,1 bar)
Discharge Coefficient
K = 2.8 GPM/ps1112 (40,3 LPM/bar1/2)
K = 4.2 GPM/psi112 (60,5 LPM/bar112)
K = 5.6 GPM/psi112 (80,6 LPM/barl'2)
K = 8.0 GPM/psi112 (115,2 LPM/bar112)
Temperature Ratings
Refer to Table A and B
Finishes
Sprinkler: Refer to Table A and B
Recessed Escutcheon: White Coated,
Chrome Plated, or Brass Plated
Physical Characteristics
Frame ............Bronze
Button ........Brass/Copper
Sealing Assembly ..........
Beryllium Nickel w/Teflont
Bulb ..............Glass
Compression Screw .....Bronze
Deflector .......Copper/Bronze
Bushing (K=2.8) .......Bronze
Page 1 of 8 APRIL, 2003 TFPI7I
ESCUTCHEON
PLATE SEATING
SURFACE
7/16(11,1 mm)
NOMINAL
MAKE-IN 1/2" **
NPT
ESCUTCHEON
PLATE SEATING
SURFACE
7/16" (11,1 mm)
NOMINAL
MAKE-IN 1/2" **
NPT
Page 2 of 8 TFPI7I
_F_
2-1/4"
(57,2 mm)
SSP DEFLECTOR *
PENDENT
STYLE 10or20
RECESSED SSU* ESCUTCHEON DEFLECTOR
7/16"
3 71 NOMINAL
(11,1 mm)
2-3/16'
mm)
L_
"WRENCH (55,6
MAKE-IN
FLATS
2-
7/8 (73,0 mm) DIA. 1/2" NPT **
RECESSED PENDENT UPRIGHT CROSS SECTION
1 - Frame 3- Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to
2 - Button Assembly 5 - Compression 7 - Bushing orifice seat on frame. Screw **Pipe thread connections per ISO 7/1 can be provided on
special request.
FIGURE 1
QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY113I) AND PENDENT (TV1231) SPRINKLERS
2.8 K-FACTOR, 1/2 INCH NPT
T_
2-3/16"
(55,6 mm) 1
SSP DEFLECTOR*
PENDENT
STYLE 100r20
RECESSED SSU*
ESCUTCHEON DEFLECTOR
711 C I
(11,1mm) I II NOMINAL I .-_-Li_-_ I sill -
L
tF FLATS
-
WRENCHj (59mm)
27/8 (73 1/2 NPT**
RECESSED PENDENT UPRIGHT CROSS SECTION
- Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to
2 - Button Assembly 5 - Compression orifice seat on frame. Screw **Pipe thread connections per ISO 7/1 can be provided on
special request.
FIGURE 2
QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY2131) AND PENDENT(TY2231) SPRINKLERS
4.2 K-FACTOR, 1/2 INCH NPT
ESCUTCHEON
PLATE SEATING
SURFACE
2-3/16"
(55,6 mm)
16m) (38,
SSP DEFLECTOR*
DEFLECTOR
7/1
NOMINAL 4
4
2-7/8"(73,o mm) DIA.
STYLE 10or2C
RECESSED
ESCUTCHEON
7/16" (11,1 mm)
1/2" ** NOMINAL
NPT MAKE-IN
STYLE 30 or 40
RECESSED SSU* ESCUTCHEON DEFLECTOR
!~ E I
WRENCH
FLATS
-7/8" (73,0 mm) DIA.
ESSED PENDENT
ESCUTCHEON 1/2" (12,7 mm)
PLATE SEATING NOMINAL
SURFACE NPT MAKE-IN
(5
1-9/16"
(39,7 mm) \ç/.
SSP DEFLECTOR * 2
PENDENT REC
*
1/2"
(12,7 mm) I
NOMINAL I : MAKE-IN
_I:
2-1/4"
(57,2 mm)
-:
3/4 NPT' I
UPRIGHT CROSS SECTION
TFPI7I Page 3 of 8
PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION
1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to
2 - Button Assembly 5 - Compression orifice seat on frame. Screw **Pipe thread connections per ISO 7/1 can be provided on
special request.
FIGURE 3
QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY3131) AND PENDENT (TY3231) SPRINKLERS
5.6 K-FACTOR, 1/2 INCH NPT
1 - Frame 3- Sealing 4- Bulb 6- Deflector * Temperature rating is indicated on deflector or adjacent to
2- Button Assembly 5 - Compression orifice seal on frame. Screw **Pipe thread connections per ISO 7/1 can be provided on
special request.
FIGURE 4
QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY4131) AND PENDENT (TY4231) SPRINKLERS
8.0 K-FACTOR, 3/4 INCH NPT
Operation
The glass Bulb contains a fluid which
expands when exposed to heat. When
the rated temperature is reached, the
fluid expands sufficiently to shatter the
glass Bulb, allowing the sprinkler to
activate and water to flow.
Design
Criteria
The Series TY-FRB Pendent and Up-
right Sprinklers are intended for fire
protection systems designed in ac-
cordance with the standard installation
rules recognized by the applicable
Listing or Approval agency (e.g., UL
Listing is based on the requirements of
NFPA 13, and FM Approval is based
on the requirements of FM's Loss Pre-
vention Data Sheets ). Only the Style
10, 20, 30, or 40 Recessed Escutch-
eon, as applicable, is to be used for
recessed pendent installations.
Page 4 of 8 TFPI7I
SPRINKLER FINISH (See Note 7)
K TYPE TEMP. BULB NATURAL I CHROME I WHITE'
LIQUID BRASS PLATED IPOLYESTER
135°F/57°C Orange
PENDENT
(TY1231)
and
12.3.5
155°F/68C Red
175°F179°C Yellow
UPRIGHT 200F/93C Green
2.8
1/2
(TY1131) 286F/141°C Blue
NPT 135°F/57C Orange
RECESSED
PENDENT 155°F/68°C Red
175°F/79C Yellow (TY2231)'
200°F193°C Green Figure 5 1, 2:5
135°F157°C Orange
RECESSED 155°F/68C He PENDENT
175°F/79°C Yellow (TY2231)*
200°F/93C Green Figure 6
135°F/57°C Orange
PENDENT
(TY2231) 155°F/68°C Red
175°F/79°C Yellow and
UPRIGHT 200°F/93"C Green
4.2
1/2
(TY3131)
1,2 286F/141'C Blue
135°F/57"C Orange NPT
RECESSED 155F/68°C Red PENDENT
175°F/79°C Yellow (TY2231)'
Figure 7 200°F/93C Green
135°F/57"C Orange
RECESSED
PENDENT 155°F/68C Red
175F/79C Yellow (TY2231)**
Figure 8 200F/93C Green
NOTES:
Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers.
Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL) as Quick Response
Sprinklers.
Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprin-
klers.
5. Approved by the City of New York under MEA 354-01-E.
7. Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed, the sprin-
klers are UL and C-UL Listed as Corrosion Resistant Sprinklers.
Installed with Style 10 (1/2' NPT) or Style 40 (3/4' NPT) 3/4' Total Adjustment Re-
cessed Escutcheon, as applicable.
Installed with Style 20 (1/2' NPT) or Style 30 3/4' NPT) 1/2 Total Adjustment Re-
cessed Escutcheon, as applicable.
Frame and Deflector only. Listings and approvals apply to all colors (Special Order).
N/A: Not Available
TABLE A
LABORATORY LISTINGS AND APPROVALS
2.8 AND 4.2 K-FACTOR SPRINKLERS
Installation
The Series TY-FRB Sprinklers must be
installed in accordance with the follow-
ing instructions:
NOTES
Do not install any bulb type sprinkler if
the bulb is cracked or there is a loss of
liquid from the bulb. With the sprinkler
held horizontally, a small air bubble
should be present The diameter of the
air bubble is approximately 1/16 inch
(1,6 mm) for the 135°F/57°C to 3/32
inch (2,4 mm) for the 286°F/141 °C
temperature ratings.
A leak tight 1/2 inch NPTsprinkler joint
should be obtained with a torque of 7
to 14 ft lbs. (9,5 to 19,0 Nm). A maxi-
mum of 21 ft. lbs. (28,5 Nm) of torque
may be used to install sprinklers with
1/2 NPT connections. A leak tight 3/4
inch NPT sprinkler joint should be ob-
tained with a torque of 10 to 20 ft.lbs.
(13,4 to 26,8 Nm). A maximum of 30
ft. lbs. (40,7 Nm) of torque is to be used
to install sprinklers with 3/4 NPT con-
nections. Higher levels of torque may
distort the sprinkler inlet and cause
leakage or impairment of the sprinkler.
Do not attempt to make-up for insuffi-
cient adjustment in the escutcheon
plate by under- or over-tightening the
sprinkler. Readjust the position of the
sprinkler fitting to suit.
The Series TY-FRB Pendent and Up-
right Sprinklers must be installed in
accordance with the following instruc-
tions.
Step 1. Pendent sprinklers are to be
installed in the pendent position, and
upright sprinklers are to be installed in
the upright position.
Step 2. With pipe thread sealant ap-
plied to the pipe threads, hand tighten
the sprinkler into the sprinkler fitting.
Step 3. Tighten the sprinkler into the
sprinkler fitting using only the W-Type
6 Sprinkler Wrench (Ref. Figure 13).
With reference to Figures 1, 2, 3, and
4, the W-Type 6 Sprinkler Wrench is to
be applied to the sprinkler wrench
flats.
The Series TY-FRB Recessed Pen-
dent Sprinklers must be installed in
accordance with the following instruc-
tions.
Step A. After installing the Style 10.
20, 30, 0r40 Mounting Plate, as appli-
cable, over the sprinkler threads and
with pipe thread sealant applied to the
pipe threads, hand tighten the sprin-
kler into the sprinkler fitting.
Step B. Tighten the sprinkler into the
TFPI7I Page 5 of 8
SPRINKLER FINISH (See Note 7)
K TYPE TEMP. BULB NATURAL I CHROME WHITE LEAD
LIQUID BRASS PLATED POLYESTER COATED
135°F/57°C Orange
PENDENT
(TY3231)
and
1. 2,3,4,5,6 1,2,3,5
155°F/68°C Red
175°F/79°C Yellow
UPRIGHT 200F/93°C Green
5.6 (TY3131) 286F/141C Blue
1/2'
NPT 135°F/57°C Orange
RECESSED
PENDENT 1, 2, 4, 5 N/A 155°F/68C Red
175°F/79°C Yellow (TY3231)
Figure 9 200°F/93C Green
135F/57C Orange I
RECESSED
PENDENT 1,2, 3,4,5
I I 1,2,4,5 N/A 155F/68°C Red
175'F/79 'C Yellow (TY3231)**
200F/93C Green Figure 10
135F/57C Orange
PENDENT
(TY4231) / 1,2,5 155°F/68°C Red
175°F/79°C Yellow and 1, 2, 3,4,5,6
200F/93C Green UPRIGHT
8.0 (TY4131) 286F/141°C Blue 3/4,,
NPT 135°F/57°C Green
RECESSED
PENDENT 1,2, 4,5 N/A
155F/68C Orange
175°F/79°C Red (TY4231)
Figure 11 200°F/93°C Yellow
135°F/57C Orange
RECESSED
PENDENT 1,2,3,4,5 N/A
155F/68C Red
175F/79C Yellow (TY4231)**
Figure 12 200°F/93°C Green
NOTES:
1, Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers.
Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL) as Quick Response Sprinklers.
Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers.
Approved by the Loss Prevention Certification Board (LPCB) as Quick Response Sprinklers; however, the LPC does not rate the thermal
sensitivity of recessed sprinklers.
Approved by the City of New York under MEA 354-01 -E.
VdS Approved (For details contact Tyco Fire & Building Products, Enschede, Netherlands, Tel. 31-53-428-4444/Fax 31-53-428-3377).
Where Polyester Coated and Lead Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as
Corrosion Resistant Sprinklers. Where Lead Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as a
Corrosion Resistant Sprinklers.
* Installed with Style 10 (1/2" NPT) or Style 40 (3/4" NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable.
Installed with Style 20 (1/2" NPT) or Style 30 (3/4" NPT) 1/2" Total Adjustment Recessed Escutcheon, as applicable.
Frame and Deflector only. Listings and approvals apply to all colors (Special Order).
N/A: Not Available
TABLE B
LABORATORY LISTINGS AND APPROVALS
5.6 AND 8.0 K-FA CTOR SPRINKLERS
sprinkler fitting using only the W-Type
7 Recessed Sprinkler Wrench (Ref.
Figure 14). With reference to Figure 1,
2, 3, and 4, the W-Type 7 Recessed
Sprinkler Wrench is to be applied to
the sprinkler wrench flats.
Step C. After the ceiling has been in-
stalled or the finish coat has been ap-
plied, slide on the Style 10, 20, 30, or
40 Closure over the Series TY-FRB
Sprinkler and push the Closure over
the Mounting Plate until its flange
comes in contact with the ceiling.
Page 6 of 8
- 2-7/8 DIA. -
5/8±1/4' (73.0 mm) I 3/4"(19.1 mm)
(15.9±6.4 mm) 2-1/4 DIA. 1/4" (6,4 mm) I
FACE OF ._57.2 mm1 MOUNTING
SPRINKLER PLATE
FITTING
1/8
(3,2 m_j
MOUNTING
SURFACE
1-5/16" (33.3 mm)I CLOSURE SERIES
TY-FRB 13/16" (20.6 mm)
FIGURE 5
SERIES TY-FRB RECESSED PENDENT
WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT
STYLE 10 RECESSED ESCUTCHEON
2.8 K-FACTOR, 1/2 INCH NPT
- 2-7/8" DIA.
5/8±1/4'
(73.0 mm) 3/4" (19.1 mm)
(15.9±6.4 mm) - 2-1/4" DIA. 1/4" (6.4 mm) I
FACE OF MOUNTING SPRINKLER PLATE
FITTING
1/8"
(3.2 mm)
¼\mm I
SURFACE .
MOUNTING/
CLOSURE SERIES 1-1/4(31,8mm)
TY.FRB 3/4'(19.1 mm)
FIGURE 7
SERIES TY-FRB RECESSED PENDENT
WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT
STYLE 10 RECESSED ESCUTCHEON
42 K-FACTOR, 1/2 INCH NPT
TFPI7I
- 2.7/8" DIA.
1/2±1/8"
(73,0 mm) 1 1/2" (12,7 mm) r (12,7±3.2 mm) 2-1/4" DIA. 1/4" (6,4 mm) I
I
FACE OF [57.2 mm) MOUNTING
SPRINKLER PLATE
FITTING
1/8"
- /
(3.2 mm)
MOUNTING / /1 1
SURFACE
I16"(33,3 mmli
//I
CLOSURE SERIES
TY-FRB 1-1/16" (27.0 mm)
FIGURE 6
SERIES TY-FRB RECESSED PENDENT
WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT
STYLE 20 RECESSED ESCUTCHEON
2.8 K-FACTOR, 1/2 INCH NPT
- 2-7/8" DIA.
(73,0 mm) I 1/2±1/8" I 1/2" (12,7 mm) r (12.7±3.2 mm) - 2-1/4" DIA. 1/4" (6.4 mm) I
FACE OF (572mm) MOUNTING
SPRINKLER P FITTING
I 1/8"
I
LATE
+MOUNTING
SURFACE
SERIES 1-1/4" (31.8 mm) CLOSURE TY-FRB 1" (25,4 mm)
FIGURE 8
SERIES TY-FRB RECESSED PENDENT
WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT
STYLE 20 RECESSED ESCUTCHEON
4.2 K-FACTOR, 1/2 INCH NPT
Care and
Maintenance
The Series TY-FRB Sprinklers must be
maintained and serviced in accord-
ance with the following instructions:
NOTES
Before closing a fire protection system
main control valve for maintenance
work on the fire protection system that
it controls, permission to shutdown the
affected fire protection system must be
obtained from the proper authorities
and all personnel who may be affected
by this action must be notified.
Absence of an escutcheon, which is
used to cover a clearance hole, may
delay the time to sprinkler operation in
a fire situation.
Sprinklers that are found to be leaking
or exhibiting visible signs of corrosion
must be replaced.
Automatic sprinklers must never be
painted, plated, coated or otherwise
altered after leaving the factory. Modi-
fied sprinklers must be replaced.
Sprinklers that have been exposed to
corrosive products of combustion, but
have not operated, should be replaced
if they cannot be completely cleaned
by wiping the sprinkler with a cloth or
by brushing it with a soft bristle brush.
Care must be exercised to avoid dam-
age to the sprinklers - before, during,
and after installation. Sprinklers dam-
aged by dropping, striking, wrench
twist/slippage, or the like, must be re-
placed. Also, replace any sprinkler that
has a cracked bulb or that has lost
liquid from its bulb. (Ref. Installation
Section).
Frequent visual inspections are rec-
ommended to be initially performed for
corrosion resistant coated sprinklers,
after the installation has been com-
pleted, to verify the integrity of the cor-
rosion resistant coating. Thereafter,
annual inspections per NFPA 25
should suffice; however, instead of in-
specting from the floor level, a random
sampling of close-up visual inspec-
tions should be made, so as to better
determine the exact sprinkler condi-
TFPI7I
* 2-7/8' DIA.
5/8±1/4"
(73.0 mm) 3/4" (19.1 mm)
(15.9±6.4 mm) 2-1/4" DIA. 1/4(6.4mm)
FACE OF MOUNTING SPRINKLER PLATE
FITTING
57.2
1/8"
(3.2 mm)
MOUNTING
SURFACE
SERIES 1-1/4" (31,8 mm) CLOSURE TYFRB 3/4" (19.1 mm)
FIGURE 9
SERIES TY-FRB RECESSED PENDENT
WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT
STYLE 10 RECESSED ESCUTCHEON
5.6 K-FACTOR, 1/2 INCH NPT
- 2-7/8" DIA.
5/8±1/4" (73.0 mm) - I 3/4" (19.1 mm) I
(15.9±6.4 mm) 2-1/4" DIA. 1/4" (6.4 mm)
(57,2 mm) MOUNTING I FACE OF
PLATE SPRINKLER
FITTING
1/8" -I _____ L
___ _________________
(3,2 mm)
/
I4
____J
mm)
MOUNTING
SURFACE
CLOSURE SERIES i-5!16')33.
TYFRB 13/16" (20,6 mm)
FIGURE 11
SERIES TY-FRB RECESSED PENDENT
WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT
STYLE 40 RECESSED ESCUTCHEON
8.0 K-FACTOR, 3/4 INCH NPT
Page 7 of 8
- 2-7/8" DIA. -
( I
1/2±1/8" 73.0 mm) I 1/2(12,7mm) r (12,7±3,2 mm) 2-1/4" DIA. I 1/4' (6.4 mm) I FACE OF I MOUNTING I SPRINKLEqR I PLATE
572
FITTING
1/8
(3.2 mm)
MOUNTIN
SURFACE
SERIES 1-1/4" (31.8 mm) CLOSURE TYFRB 1" (25.4 mm)
FIGURE 10
SERIES TY-FRB RECESSED PENDENT
WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT
STYLE 20 RECESSED ESCUTCHEON
5.6 K-FACTOR, 1/2 INCH NPT
2-7/8" DIA.
1/2±1/8" (73,0 mm) H 1/2" (12.7 mm)
E (12.7±3,2 mm) 2-1/4' DIA. I 1/4" (6.4 mm
I FACE OF MOUNTING
SPRINKLER PLATE I FITTING
1/8" I (3.2 mm)
,,,
j
MOUNTING
SURFACE/
CLOSURE SERIES 1-5/16" (33,3 mm)
TY.FRB 1-1/16" (27,0 mm)
FIGURE 12
SERIES TY-FRB RECESSED PENDENT
WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT
STYLE 30 RECESSED ESCUTCHEON
8.0 K-FACTOR, 3/4 INCH NPT
tion and the long term integrity of the
corrosion resistant coating, as it may
be affected by the corrosive conditions
present.
The owner is responsible for the in-
spection, testing, and maintenance of
their fire protection system and de-
vices in compliance with this docu-
ment, as well as with the applicable
standards of the National Fire Protec-
tion Association (e.g., NFPA 25), in
addition to the standards of any other
authorities having jurisdiction. The in-
stalling contractor or sprinkler manu-
facturer should be contacted relative to
any questions.
It is recommended that automatic
sprinkler systems be inspected,
tested, and maintained by a qualified
Inspection Service.
WRENCH RECESS
(END "A" USED FOR
1/2" NPT MODELS)
WRENCH RECESS
(END "B" USED FOR
3/4" NPT MODELS)
FIGURE 13
W-TYPE 6 SPRINKLER
WRENCH
WRENCH
RECESS
PUSH WRENCH
IN TO ENSURE
ENGAGEMENT
WITH SPRINKLER
WRENCHING AREA
FIGURE 14
W-TYPE 7 RECESSED
SPRINKLER WRENCH
Page 8 of 8 TFPI7I
P/N 57- XXX
MODEL/SIN
330 2.8K UPRIGHT (1/2'NPT) TY1131
331 2.8K PENDENT (1/2"NPT) TY1231
340 4.2K UPRIGHT (1/2NPT) 1Y2131
341 4.2K PENDENT (1/2NPT) 1Y2231
370 5.6K UPRIGHT (1/2NPT) 1Y3131
371 5.6K PENDENT (1/2'NPT) 1Y3231
390 8.0K UPRIGHT (3/4NPT) TY4131
391 8.0K PENDENT (3/4NPT) TY4231
I I
I SPRINKLER
L 135
1 NATURAL BRASS
4 WHITE POLYESTER
9 CHROME PLATED
7 LEAD COATED
L
155
175
200
1 286
TEMPERATUF
RATING
155'F/68°C
175°F/79C
200F/93"C
1 286F/141'C
TABLE C
PART NUMBER SELECTION
SERIES TY-FRB PENDENT AND UPRIGHT SPRINKLERS
Limited
Warranty
Products manufactured by Tyco Fire
Products are warranted solely to the
original Buyer for ten (10) years
against defects in material and work-
manship when paid for and properly
installed and maintained under normal
use and service. This warranty will ex-
pire ten (10) years from date of ship-
ment by Tyco Fire Products. No war-
ranty is given for products or
components manufactured by compa-
nies not affiliated by ownership with
Tyco Fire Products or for products and
components which have been subject
to misuse, improper installation, corro-
sion, or which have not been installed,
maintained, modified or repaired in ac-
cordance with applicable Standards of
the National Fire Protection Associa-
tion, and/or the standards of any other
Authorities Having Jurisdiction. Mate-
rials found by Tyco Fire Products to be
defective shall be either repaired or
replaced, at Tyco Fire Products' sole
option. Tyco Fire Products neither as-
sumes, nor authorizes any person to
assume for it, any other obligation in
connection with the sale of products or
parts of products. Tyco Fire Products
shall not be responsible for sprinkler
system design errors or inaccurate or
incomplete information supplied by
Buyer or Buyer's representatives.
IN NO EVENT SHALL TYCO FIRE
PRODUCTS BE LIABLE, IN CON-
TRACT, TORT, STRICT LIABILITY OR
UNDER ANY OTHER LEGAL THE-
ORY, FOR INCIDENTAL, INDIRECT,
SPECIAL OR CONSEQUENTIAL
DAMAGES, INCLUDING BUT NOT
LIMITED TO LABOR CHARGES, RE-
GARDLESS OF WHETHER TYCO
FIRE PRODUCTS WAS INFORMED
ABOUT THE POSSIBILITY OF SUCH
DAMAGES, AND IN NO EVENT
SHALL TYCO FIRE PRODUCTS' LI-
ABILITY EXCEED AN AMOUNT
EQUAL TO THE. SALES PRICE.
THE FOREGOING WARRANTY IS
OTHER WARRANTIES EXPRESS OR
IMPLIED, INCLUDING WARRANTIES
OF MERCHANTABILITY AND FIT-
NESS FOR A PARTICULAR PUR-
POSE.
Ordering
Procedure
When placing an order, indicate the full
product name. Refer to the Price List
for complete listing of Part Numbers.
Contact your local distributor for avail-
ability.
Sprinkler Assemblies with NPT
Thread Connections:
Specify: (Specify Model/SIN), Quick
Response, (specify K-factor), (specify
temperature rating), Series TY-FRB
(specify Pendent or Upright) Sprinkler
with (specify type of finish or coating),
P/N (specify from Table C).
Recessed Escutcheon:
Specify: Style (specify) Recessed Es-
cutcheon with (specify finish), P/N
(specify).
1/2 (15 mm)
Style 10
Chrome Plated .........PIN 56.701.9-010
1/2 (15 mm)
Style 10
White Color
Coated ................P/N 56-701-4-010
1/2 (15 mm)
Style 10
Brass Plated ...........P/N 56-701.2-010
1/2 (15 mm)
Style 20
Chrome Plated .........PIN 56-705-9-010
1/2" (15 mm)
Style 20
White Color
Coated ................P/N 56-705-4-010
1/2" (15 mm)
Style 20
Brass Plated ...........P/N 56-705-2-010
3/4 (20 mm)
Style 30
Chrome Plated .........P/N 56-705-9-011
3/4 (20 mm)
Style 30
White Color
Coated ................P/N 56-705-4-011
3/4 (20 mm)
Style 30
Brass Plated ...........P/N 56-705-2-011
3/4 (20 mm)
Style 40
Chrome Plated .........P/N 56-700-9-010
3/4 (20 mm)
Style 40
White Color
Coaled ................P/N 56-700-4-010
3/4 (20 mm)
Style 40
Brass Plated ...........P/N 56-700-2-010
Sprinkler Wrench:
Specify: W-Type 6 Sprinkler Wrench,
P/N 56-000-6-387.
Specify: W-Type 7 Sprinkler Wrench,
P/N 56-850-4-001.
TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446
SPRINKLER
WRENCHING AREA (BOTH SIDES)
1/2 (12,7 mm)
MAKE—IN
f. r
nm)
2-7/8
(73,0 mm)
3/4 NPT
goo Gem
TYCO FIRE PRODUCTS, 7071 S. 13th Street, Suite 103 Oak Creek, WI 53154— www.gemsprinkter.com
Customer Service/Sales; Tel: (877) 436-8926 I Fax: (877) 866-9250
Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500
EXTENDED COVERAGE LIGHT HAZARD SPRINKLERS
PENDENT & RECESSED PENDENT, QUICK & STANDARD RESPONSE
MODEL F890 DESIGNER, 3 mm BULB TYPE, K=8.0
- Frame 3 - Gaslceted 4 - Bulb 6 - Deflector*
2 - Button Spring 5 - Compression Plate Screw
* Temperature rating is indicated on deflector.
Pipe thread connections per ISO 7/1 can be provided on special request.
FIGURE A
8.0 K-FACTOR MODEL F890 (SIN G1890) QUICK AND STANDARD RESPONSE
EXTENDED COVERAGE LIGHT HAZARD PENDENT AND RECESSED PENDENT SPRINKLERS
GENERAL DESCRIPTION
The 8.0 K-Factor (17/32 inch orifice),
Model F890 Designer Quick and
Standard Response Extended Cover-
age Light Hazard (ECLH) Pendent and
Recessed Pendent Sprinklers (Ref.
Figure A) are automatic sprinklers of
the frangible bulb type. They are in-
tended for use In automatic sprinkler
systems designed in accordance with
standard installation rules (e.g., NFPA
13) for the protection of light hazards
up to a maximum coverage area of 400
ft2 (37,2 m2), as compared to the maxi-
mum coverage area of 225 ft2 (20,9
M2) for standard coverage sprinklers.
The recessed version of the F890
ECLH Sprinkler is obtained by combin-
ing the pendent sprinkler with the
Model F705 Recessed Escutcheon
(Ref. Figures A and B). The F705 Re-
cessed Escutcheon provides 1/4 inch
(6,4 mm) of recessed adjustment or up
to 1/2 inch (12,7 mm) of adjustment
from the flush pendent position. The
F705 is a separable two-piece design
which allows installation of the sprin-
klers and pressure testing of the fire
protection system, prior to ceiling con-
struction and/or application of a finish
coat to the ceiling. They also permit
refinishing of a ceiling surface without
having to first shut down the fire pro-
tection system and remove sprinklers.
The adjustment provided by the F705
substantially reduces the accuracy to
which the fixed pipe drops to the sprin-
klers must be cut. Also, the Closure
has a 1/2 inch (12,7 mm) wide flange
which provides ample clearance for
covering the mounting hole.
Laboratory listings and approvals for
the 8.0 K-Factor, Model F890 De-
signer Quick and Standard Response
Extended Coverage Light Hazard
(ECLH) Pendent and Recessed Pen-
dent Sprinklers are given in Table A.
The laboratory listings and approvals
only apply to the service conditions
indicated in the Technical Data and
Design Criteria sections.
WARNING
The Model F8.90 Desgner Quick and
Standard Response Extended Cover-
age Light Hazard (ECLH) Pendent
and Recessed Pend.ent Sprinklers de-
scribed herein must be in-stalled and
maintained in compliance with this
docwnent, as well as with the appli-
cable standard-s of the Natiowi Fire
Protection. Association., in. additioit, to
the standards of any other authorities
Printed in U.S.A. 3-01 T0594
SPRINKLER FINISH
TYPE TEMPERATURE
RATING
BULB
COLOR
CODE
NATURAL
BRASS
I CHROME
PLATED
I POLYESTER
COATED
(All Colors)
PENDENT
(SIN G1890)
135°F/57°C Orange
1,2,3
Yellow
155°F/68"C Red
175°F179°C
200°F/93°C Green 1,2 -
RECESSED*
(SIN G1890)
1350F/57°C Orange
1, 2, 3
Yellow
155F168C Red
175°F/79°C
200°F/93°C Green 1,2
NOTES:
Listed by Underwriters Laboratories, Inc.
Listed by Underwriters Laboratories for use in Canada (i.e. C-UL Listed).
Approved by Factory Mutual Research Corporation.
Installed with 3/4 Inch Model F705 Recessed Escutcheon.
TABLE A
LABORATORY LISTINGS AND APPROVALS
(REFER TO TABLE B-i OR B-2 FOR RESPONSE CHARACTERISTICS)
.0 r
having jurisdiction. Failure to do so
may impair the integrity of these de-
vices.
The owner is responsible for main-
taming their fire Protection .syseIn
and devices iu proper operating con-
dition. The installing contractor or
manufacturer should be contacted
relative to any questions.
Installation of Model F8,9() Peud.ent
Sprinklers in recessed escutcheons
other than the F705 will void all
sprinkler warranties, as well as pos-
sib&y void the sprinkler's Approvals
and/or Listings.
The 8.0 K-Factor, Model F890 De-
signer Quick and Standard Response
Extended Coverage Light Hazard
(ECLH) Pendent and Recessed Pen-
dent Sprinklers are rated for use at a
maximum service pressure of 175 psi
(12,1 bar) and they are available in the
temperature ratings and finishes Indi-
cated in Table A.
Recessed versions of the F890 ECLH
Sprinklers are obtained by utilizing the
Model F890 Pendent Sprinkler in com-
bination with the Model F705 Re-
cessed Escutcheon. The Model F705
Escutcheons are available either with
a chrome plated finish or a coated fin-
ish in any color.
The flow "Q" in GPM (LPM) is deter-
mined by the formula:
where the nominal sprinkler discharge
coefficient "K" equals 8.0 (115.2) and
"p" equals pressure in psi (bar).
The F890 utilizes a 3 mm Bulb with a
die-cast dezincification resistant
bronze alloy Frame. The two pieces of
the Button Assembly are constructed
from brass and copper. The Gasketed
Spring Plate consists of a beryllium
nickel disc spring that is sealed on
both its inside and outside edges with
a Teflonf gasket. The Compression
Screw is a bronze, and the Deflector is
brass.
The F705 Recessed Escutcheon pro-
vided for use with the F890 ECLH
Sprinklers (Ref. Figure B) has a Clo-
sure and Mounting Plate fabricated
from low carbon steel. The Mounting
Plate prongs, which are compressed
back into the Mounting Plate as the
Closure is pushed over it, maintain a
tight friction fit between the two pieces.
The Mounting Plate and Closure can
also swivel relative to each other and
compensate for non-perpendicularity
between the F890 ECLH Sprinkler and
the ceiling.
The 8.0 K-Factor, Model F890 De-
signer Quick and Standard Response
Extended Coverage Light Hazard
(ECLH) Pendent and Recessed Pen-
dent Sprinklers are only to be Installed
in accordance with Table B-i or B-2,
as applicable.
Do not install any bulb type sprinkler
if the bulb is cracked or there is a loss
of liquid from the bulb. With the
sprinkler held horizontal, a small air
bubble should be present. The diame-
ter of the air bubble is approximately
1/16 inch (1,6 nun) for the
135°F/57'C to 200°F/9.3°C tempera-
ture ratings.
The Model F890 ECLH Sprinklers
must be installed in accordance with
the following instructions:
1. Prior to Installing each sprinkler, ver-
ify that the face of the sprinkler fitting
is within the proper range of distance
which can be accommodated by the
particular type of escutcheon.
When installing the F890 Sprinkler
with the F705 Recessed Escutch-
eon, for best overall appearance,
use Dimension "A" indicated under
the "Fully Recessed Dimensions"
heading of Figure B. Otherwise, use
Dimension "A" under the "High Ad-
justment Dimensions" heading. In
either case, the remaining adjust-
ment can then be used to compen-
sate for the possible manufacturing
variations in the take-out of the fit-
tings, as well as in the make-in of the
sprinklers (as permitted by ANSI
Bi.20.1).
With pipe thread sealant applied to
the pipe threads and after installing
the F705 Mounting Plate (or other
escutcheon, as applicable) over the
sprinkler threads, hand tighten the
sprinkler into the sprinkler fitting.
—2— f DuPont Registered Trademark
WRENCH ECESS
FIGURE D
W-TYPE10 RECESSED
SPRINKLER WRENCH
FULLY RECESSED
DIMENSIONSt
Up to 1/4 Inch adjustment from
minimum 1/4 Inch to maximum
1/2 Inch recessed position.
Dim. Inches MM
A- 1/2tt 12,7
B-Mm. 1-1/8 28,6
B-Nom. 1-1/4 31,8
B-Max. 1-3/8 34,9
C-Mm. 1/4 6,4
C-Max. 1/2 12,7
HIGH ADJUSTMENT
DIMENSIONS
Up to 1/2 Inch adjustment from
the flush ceiling position to 1/2
Inch recessed position.
Dim. Inches MM
A- 3/8±1/8ff 95±3,2
B-Mm. 1-1/8 28,6
B-Nom. 1-3/8 34,9
B-Max. 1-5/8 41,3
C-Mm. FLUSH -
C-Max. 1/2 12,7
t For best overall appearance.
FA
F
1
A
F
MOUNTING
SURFACE
Model F890 ECLH Pendent Sprinkler
Model F705 Recessed Escutcheon
Mounting Plate
Closure
ft Remaining 1/4 inch (6,4 mm) of
adjustment can be used to compensate
for variations in sprinkler make-in and
fitting take-out.
FIGURE B
8.0 K-FACTOR MODEL F890 ECLH RECESSED PENDENT SPRINKLER ASSEMBLY
WITH TWO-PIECE MODEL F705 RECESSED ESCUTCHEON
3. Tighten the sprinkler into the sprin-
kler fitting using only the W-Type 9 or
W-Type 10 Sprinkler Wrench (Ref.
Figure CorD). The W-Type 9 wrench
recess is to be applied to the sprin-
kler wrenching area (Ref. Figure A),
and the W-Type 10 wrench recess is
to be applied to the wrenching
flanges adjacent to the sprinkler
wrenching area. The W-Type 10
Sprinkler Wrench is principally for
use with fixed ceiling installations
where the sprinkler wrenching area
is not accessible.
NOTES
A teak tight 314 inch NPT sprin.-
k/er joint should be obtained with
torque of 10 to 20 ft.lbs. (134to
268 Nn). Higher levels of torque
may distort the sprinkler inlet
with consequent leakage or iin-
pairment of the sprinkler.
Do not attempt to inoke-up for in-
sufficient adjustment in the es-
catchAeoit plate by ia4er- or over-
FIGURE C
W-TYPE 9 SPRINKLER WRENCH
tightening the sprinkler. Readjust
the position of the spri nh/er fitting
to suit.
4. In recessed installations, after the
ceiling has been installed or the fin-
ish coat has been applied, slide on
the F705 Closure over the F890
Sprinkler and push the Closure over
the Mounting Plate until its flange
comes in contact with the ceiling.
RESPONSE COVERAGE AREA
W x L
FT. x Ft (m x m)
MINIM
FLOWt'
GPM (LPM)
MINIMLIM
PRES.
PSI (BAR)
PENDENT
SPRINKLER
TEMP. RATING
OF
RECESSED
SPRINKLER
TEMP. RATING
OF
QUICK
16x 16(4,9x4,9) 26(98) 10.6(0,73) 135,155,175 135, 155,175
18x18(5,5x5,5) 32(121) 16.0 (1,10), 135,155,175 135, 155,175
20x20(6,1 x6,1) 40(151) 25.0(1,72) 135,175 135,175
STANDARD
16 x 16 (4,9 x 4,9) 26 (98) 10.6 (0,73) 200 200
18 x 18 (5,5 x 5,5) 32(121) 16.0(1,10) 200 200
20x20(6,1 x6,1) 1 40(151) 125.0(1,72) 155,200 1 155,200
NOTES:
The F890 (SIN G1890) Sprinklers may be used in OR-EC and EC, as applicable, Light Hazard Occupancy automatic sprinkler applications
per NFPA 13.
Requirement is based on minimum flow In GPM from each sprinkler. The indicated residual pressures are based on the nominal K-factor.
The F890 (SIN G1890) ECLH Sprinklers are only permitted to be used with unobstructed, smooth ceiling construction as defined by NFPA
13.
Follow the requirements of NFPA 13 for spacing of the F890 (SIN G1890) ECLH Sprinklers with respect to ceiling mounted obstructions,
(a) The minimum allowable spacing between the F890 (SIN G1890 )ECLH Sprinklers, to prevent cold soldering, is 8 feet (2,4 m).
(I) The maximum permitted ceiling slope for F890 (SIN G1890) ECLH Sprinklers is a 2 Inch (50,8 mm) rise over a 12 inch (304,8 mm) horizontal
run.
TABLE B-i
UL AND C-UL LISTING CRITERIA FOR INSTALLATION OF
8.0 K-FACTOR MODEL F890 EXTENDED COVERAGE LIGHT HAZARD
PENDENT AND RECESSED PENDENT SPRINKLERS
RESPONSE
COVERAGE AREA
W x L
Ft x Ft (m x m)
MINIMUM
FLOW'
GPM (LPM)
MINIMUM
PRES.''
PSI (BAR)
PENDENT
SPRINKLER
TEMP. RATING
OF
RECESSED
SPRINKLER
TEMP. RATING
OF
QUICK
16 x 16(4,9 x 4,9) 26(98) 10.6(0,73) 135, 155, 175 135
18 x 18 (5,5 x 5,5) 32(121) 116.0(1,10) 135,155,175 135
20x20(6,1 x6,1) 40(151) 25.0(1,72) 135,155,175 135
STANDARD
16 x 16 (4,9 x 4,9) 26(98) 10.6(0,73) - 155,175
18 x 18 (5,5 x 5,5) 32(121) 16.0(1,10) - 155,175
20 x 20 (6,1 x 6,1) 40(151) 25.0 (1,72), - 155,175
NOTES:
The F890 (SIN G1890) ECLH Sprinklers maybe used in QR-EC and EC, as applicable, Light Hazard Occupancy automatic sprinkler system
applications per FM Installation standards.
Requirement is based on maintaining both minimum flow and minimum pressure.
The F890 (SIN G1890) ECLH Sprinklers are only permitted to be used with smooth level ceilings per FM installation standards.
The minimum allowable spacing between the F890 (SIN G1890) ECLH Sprinklers, to prevent cold soldering, is 8 feet (2,4 m).
The maximum permitted ceiling slope for F890 (SIN G1890) ECLH Sprinklers is 1 inch (25,4 mm) rise over a 12 inch (304,8 mm) horizontal
run.
(I) The deflector-to-ceiling distance for the F890 (SIN G1890) ECLH Sprinklers is 1-5/8 to 4 inches (41,3 to 101,6 mm), unless the Model F705
Recessed Escutcheon is utilized.
(g) The maximum ceiling height for the F890 (SIN G1890) ECLH Sprinklers is 10 feet (3,1 m).
TABLE B-2
FM APPROVAL CRITERIA FOR INSTALLATION OF
8.0 K-FACTOR MODEL F890 EXTENDED COVERAGE LIGHT HAZARD
PENDENT AND RECESSED PENDENT SPRINKLERS
The Model F890 Sprinklers must be
maintained and serviced in accord-
ance with the following instructions:
NOTE
Before closing fire protect ion system
control valve for ,naintenv,nce work
on the fire protection system which it
controls, permission to shut down the
affected fire protection system must be
obtained from the proper authorities
and alipersonnel who may be affected
by this action must be notified.
Absence of an escLacheon, which is used to cover a clearance hole, may
delay the time to sprinkler operation
in a fire sit wit ion.
Sprinklers which are found to be leak-
ing or exhibiting visible signs of corro-
sion must be replaced.
Automatic sprinklers must never be
shipped or stored where their tempera-
tures will exceed 100°F/380C and they
must never be painted, plated, coated
or otherwise altered after leaving the
factory. Modified sprinklers must be
replaced. Sprinklers that have been
exposed to corrosive products of com-
bustion, but have not operated, should
be replaced if they cannot be com-
pletely cleaned by wiping the sprinkler
with a cloth or by brushing it with a soft
bristle brush.
Care must be exercised to avoid dam-
age to the sprinklers before, during,
and after installation. Sprinklers dam-
aged by dropping, striking, wrench
twist/slippage, or the like, must be re-
placed. Also, replace any sprinkler that
has a cracked bulb or that has lost
liquid from its bulb (ref. Installation
Section Note).
The owner is responsible for the in-
spection, testing, and maintenance of
their fire protection system and de-
vices in compliance with this docu-
ment, as well as with the applicable
standards of the National Fire Protec-
tion Association (e.g., NFPA 25), in
addition to the standards of any other
authorities having jurisdiction. The in-
stalling contractor or sprinkler manu-
facturer should be contacted relative
to any questions.
It is recommended that automatic
sprinkler systems be Inspected,
tested, and maintained by a qualified
Inspection Service.
Products manufactured by Tyco Fire
Products are warranted solely to the
original Buyer for ten (10) years
against defects in material and work-
manship when paid for and properly
installed and maintained under normal
use and service. This warranty will ex-
pire ten (10) years from date of ship-
ment by Tyco Fire Products. No war-
ranty is given for products or
components manufactured by compa-
nies not affiliated by ownership with
Tyco Fire Products or for products and
components which have been subject
to misuse, improper Installation, corro-
sion, or which have not been installed,
maintained, modified or repaired in ac-
cordance with applicable Standards of
the National Fire Protection Associa-
tion, and/or the standards of any other
Authorities Having Jurisdiction. Mate-
rials found by Tyco Fire Products to be
defective shall be either repaired or
replaced, at Tyco Fire Products' sole
option. Tyco Fire Products neither as-
sumes, nor authorizes any person to
assume for it, any other obligation in
connection with the sale of products or
parts of products. Tyco Fire Products
shall not be responsible for sprinkler
system design errors or inaccurate or
incomplete information supplied by
Buyer or Buyer's representatives.
IN NO EVENT SHALL TYCO FIRE
PRODUCTS BE LIABLE, IN CON-
TRACT, TORT, STRICT LIABILITY
OR UNDER ANY OTHER LEGAL
THEORY, FOR INCIDENTAL, INDI-
RECT, SPECIAL OR CONSEQUEN-
TIAL DAMAGES, INCLUDING BUT
NOT LIMITED TO LABOR CHARGES,
REGARDLESS OF WHETHER TYCO
FIRE PRODUCTS WAS INFORMED
ABOUT THE POSSIBILITY OF SUCH
DAMAGES, AND IN NO EVENT
SHALL TYCO FIRE PRODUCTS' LI-
ABILITY EXCEED AN AMOUNT
EQUAL TO THE SALES PRICE.
—5—
I SPRINKLER FINISH
135
155
175
TEMPERATURE RATING
1 NATURAL BRASS 135°F/57°C
4 WHITE POLYESTER 155°F/68°C
9 CHROME PLATED 1750F179°C
200 I 200°F/93°C
TABLE C
PRODUCT SYMBOL NUMBER SELECTION
-$ •:Ii• -
PSN51-890-X-XXX
A Product Symbol Number (PSN) is
not specified when ordering polyester
coated F890 ECLH Sprinklers with
other than a white color or, when or-
dering color coated F705 Recessed
Escutcheons with other than a white
color. it is suggested that a color chip
be provided when ordering special
color finishes. Otherwise, responsibil-
ity for duplication cannot be accepted.
Contact your local distributor for avail-
ability.
"Standard Order"
Sprinkler Assemblies with NPT
Thread Connections:
Specify: 8.0 K-factor, (specify tem-
perature rating), Model F890 ECLH
Pendent Sprinkler with (specify finish),
PSN (specify - from Table C, where
applicable).
"Special Order"
Sprinkler Assemblies with ISO 7/1
Thread Connections:
Specify: 8.0 K-factor, (specify tem-
perature rating), Model F890 ECLH
Pendent Sprinkler with (specify finish)
and with thread connection per ISO
7/1.
Recessed Escutcheon:
Specify: 3/4' Model F705 Recessed
Escutcheon with (specify finish), PSN
(specify).
F705 Recessed Escutcheon
Chrome Plated ..........PSN 56-705-9-011
White Color
Coated ..............PSN 56-705-4-011
Sprinkler Wrench:
Specify: W-Type 9 Sprinkler Wrench,
PSN 56-000-1-849
Specify: W-Type 10 Recessed Sprin-
kler Wrench, PSN 56-000-1-948.
The nominal weights are as follows:
8.0 K-Factor, Model F890
ECLH Pendent Sprinkler 2.3 OZ. (65 9)
3/4' Model F705
Recessed Escutcheon 1.2 ozs. (34 g)
W-Type 9
Spnnkler.Wrench .......... 17.0 ozs. (4.809)
W-Type 10
Sprinkler Wrench..........10.5 OZS. (300 9)
tYCO/Fiow Conrrol/ Tyco Fire
Products
cT3o124-
"I
Page 1 of
11441fr System No. W-L-2201
75
U
E
00
0
0
December 03, 1999
F Ratings —1 and 2 Hr (See Item I)
I Ratings 1, 1-3/4 and 2 Hr (See Item 1)
L
A
L 11
T
i
1...i€1
Section A-A
1. Wall Assembly The 1 or 2 hr fire-rated gypsum wallboard/stud wall assembly shall be
constructed of the materials and in the manner specified in the individual U300 Series Wall and
Partition Designs in the UL Fire Resistance Directory and shall include the following
construction features:
Studs Wall framing shall consist of wood studs. Wood studs to consist of nom
2 by 4 in. lumber spaced 16 in. OC.
Gypsum Board* Mm 5/8 in. thick, 4 ft wide with square or tapered edges. The
gypsum wallboard type, thickness, number of layers and orientation shall be as
specified in the individual U300 Wall and Partition Design. Max diam of opening
is 3-5/8 in.
The hourly F Rating of the firestop system is equal to the hourly fire rating of
the wall assembly in which it is installed. The hourly T Rating of the firestop
system is 1 when installed in 1 hr rated walls. The hourly T Rating of the
firestop system when installed in 2 hr rated walls is dependent upon which
side of the wall is exposed to the fire. If the side opposite the pipe is exposed,
the T Rating is 1-3/4 hr. If the side containing the pipe is exposed, the T
Rating is 2 hr.
2. Through Penetrants One nonmetallic pipe installed within stud cavity and connected to a
900 elbow. Additional nonmetallic pipe connected to elbow and penetrates one side of wall
concentrically within the opening. The annular space between nonmetallic pipe and periphery
of opening shall be nom 5/8 in. Pipe to be rigidly supported within wall and on penetrated side
of wall assembly. The following types and sizes of nonmetallic pipes may be used:
http://www.metacaulk.com/ulsystems/W-1-2201.htrnl 12/5/2003
Page 2 of 2
Polyvinyl Chloride (PVC) Pipe Nom 2 in. diam (or smaller) Schedule 40
cellular or solid core PVC pipe for use in closed (process or supply) or vented
(drain, waste or vent) piping system.
Acrylonitrile Butadiene Styrene (ABS) Pipe Nom 2 in. diam (or smaller)
Schedule 40 cellular or solid core ABS pipe for use in closed (process or supply)
or vented (drain, waste or vent) piping systems.
Chlorinated Polyvinyl Chloride (CFVC) Pipe Nom 2 in. diam (or smaller)
SDR1.7 CPVC pipe for use in closed (process or supply) or vented (drain, waste or
vent) piping systems.
3. Firestop System The firestop system shall consist of the following:
Packing Material In 2 hr rated wall assemblies, foam backer rod firmly packed
into opening as a permanent form. Packing material to be recessed from surface of
wall as required to accommodate the required thickness of fill material.
Fill, Void or Cavity Material *--Caulk Mm 1/2 in. thickness of fill material
applied within the annulus, flush with surface of wall. RECTORSEAL -
Metacaulk 1000
*Bearing the UL Classification Marking
http://www.metacaulk.com/ulsystems/w4-2201.html 12/5/2003
§'i
(I)
Page 1 of 2
System No. W-L-2 104
May 08, 1998
F Rating —2 Hr
T Rating - 1-1/2 Hr
! A:
-A 3B
- - 3A
...
-
SECTION A-A
1. Wall Assembly The fire-rated gypsum wallboard/stud wall assembly shall be constructed of
the materials and in the manner specified in the individual U300 or U400 Series Wall and
Partition Designs in the UL Fire Resistance Directory and shall include the following
construction features:
Studs Wall framing may consist of either wood studs or steel channel studs.
Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be
mm 2-1/2 in. wide and spaced max 24 in. OC.
Gypsum Board* Two layers of nom 5/8 in. thick gypsum wallboard, as
specified in the individual Wall andPartition Design. Max diam of opening is 3-
5/8 in.
2. Through Penetrant One nonmetallic pipe or tube to be centered within the firestop system
with a nom 5/8 in. annular space. Pipe or tube to be rigidly supported on both sides of wall
assembly. The following types and sizes of pipes may be used:
A. Polyvinyl Chloride (PVC) Pipe Nom 2 in. diam (or smaller) solid core
Schedule 40 PVC pipe for use in closed (process or supply) or vented (drain, waste
or vent) piping systems.
Chlorinated Polyvinyl Chloride (CPVC) Pipe Nom 2 in. diam (or smaller)
SDR 17 cvc pipe for use in closed (process or supply) piping systems.
Crosslinked Polyethylene (PEX) Tubing Nom 1 in. diain (or smaller) SDR 9
PEX tube for use in closed (process or supply) piping systems.
http://www.metacaulk.com/ulsystems/w4-2104.htrnl 12/5/2003
Page 2 of 2
3. Firestop System The firestop system shall consist of the following:
Packing Material Foam backer rod firmly packed into opening as a permanent
form. Packing material to be recessed from both surfaces of wall as required to
accommodate the required thickness of fill material.
Fill, Void or Cavity Material* - Caulk Mm 3/4 in. thickness of fill material
applied within the annulus, flush with both surfaces of wall. RECTORSEAL -
Metacaulk 1000
*Beg the UL Classification Marking
http://www.metacaulk.com/ulsystems/W-1-2104.html 12/5/2003
LIFEGUARD FIRE PROTECTION, I§k
2605 TEMPLE HEIGHTS DR. STE: F, OCEANSIDE, CA 92O
0"0(760) 806-9997 9 FAX (760) 806-4813 fr
Hydraulic Design Information Sheet ASoo224
Name: La Costa Greens Date: 03/24/04
Location: 1953 Dove Lane
Building: New System No. Attic
Contractor: Lifeguard Fire Protection, Inc. Contract No.
Calculated By: Lifeguard Fire Protection, Inc Drawing No. FP2
Construction: 0 Combustible LI Non-Combustible Ceiling Height 11 '-0" Ft.
SYSTEM DESIGN
NFPA 13: Z Light Hazard Ordinary Hazard Group LI 1 LI 2 [] 3 0 Extra Hazard
fl NFPA 231 D NFPA 231C: Figure: Curve:
O Other (Specify)
0 Specific Ruling Made By Date
Area of Sprinkler Operation 1050 sq ft System Tvne
Density .10 Z Wet [I] Dry 0 Deluge 0 Pre-Action
Area Per Sprinkler 155 sq ft Sprinkler or Nozzle
Hose Allowance GPM: Inside 0 Make Tyco Model TY-FRB
Hose Allowance GPM: Outside 100 Size 1/2" K-Factor: 5.6
Rack Sprinkler Allowance n/a Temperature Rating 155
CALCULATION SUMMARY
GPM Required 291.19 PSI Required 53.34 At City Connection
"C" Factor Used: Overhead 120 Underground 150
WATER SUPPLY
Water Flow Test Pump Data Tank or Reservoir
Date & Time 10/17/03 10:45am Rated Capacity n/a Capacity n/a
Static PSI 72 At PSI n/a Elevation n/a
Residual PSI 64 Elevation n/a
GPM Flowing 1480 Well
Elevation. 190' 1 Proof Flow n/a GPM
Location Point of connection at existing main in Dove Lane
Source of Information Carlsbad Fire Department
COMMODITY STORAGE
Commodity Class Location
- Storage Height Area Aisle Width
Storage Method: Solid Piled % Palletized % Rack
Rack
LI Single Row O Conventional Pallet
LI Double Row O Slave Pallet
0 Multiple Row []Open
Flue Spacing In Inches
Longitudinal
____ Transverse
- Horizontal Barriers Provided
LI Automatic Storage LI Encapsulated
LI Solid Shelving LI Non-Encapsulated
Clearance From Top of Storage to Ceiling
Ft. In.
La Costa Greens Bldg #1 attic .10/1500 Sigma Dyne mba Corporation
7700 Supply I Demand Graph
iv
05
-i
I
Margin
Pressure 11.44 PSI
j Flow 1563.44 GPM ____ ____ _____ ______ ______ ______ _______ _______
00
90
70
654
40
ao
101 200 400 600 600 1000
Nils
1200 1400 1600 1600 20
Water Flow (GPM)
System Demand..
Sprinkler Demand 52.67 PSI t 291.19 GPM
Additional Flows 100.00 GPM
Hose at Source 0.00 GPM
Total Demand 52.75 PSI 0 391.19 GPM
Water Supply..
Static 64.80 PSI
Residual 57.60 PSI
Elevation 0.00 PSI
S 1480.00 GPM
1 StJMITTAL SERIAL NO:2932HY4
La Costa Greens
Building #1 attic .10/1050
FLOW TEST RESULTS
Water Supply
STATIC 64.80 PSI
RESIDUAL 57.60 PSI @ 1480.00 GPM
03-08-2002 PAGE 1
CITY PRESSURE AVAILABLE AT 391.2 GPM
SUMMARY OF SPRINKLER OUTFLOWS
64.19 PSI
ACTUAL MINIMUM
SPR FLOW FLOW K-FACTOR PRESSURE
103 28.40 15.50 5.60 25.71
106 24.51. 15.50 5.60 19.16
107 24.37 15.50 5.60 18.94
108 24.60 15.50 5.60 19.29
109 23.63 15.50 5.60 17.81
112 26.31 15.50 5.60 22.08
113 23.73 15.50 5.60 17.96
118 16.05 15.50 5.60 8.21
119 15.76 15.50 5.60 7.92
120 15.69 15.50 5.60 7.85
121 18.64 15.50 5.60 11.08
122 17.17 15.50 5.60 9.40
123 16.83 15.50 5.60 9.03
124 15.50 15.50 5.60 7.66
TOTAL WATER REQUIRED FOR SYSTEM
OUTFLOWS AT 8
TOTAL WATER REQUIREMENT
PRESSURE REQUIRED AT 0
MAXIMUM PRESSURE UNBALANCE IN LOOPS
MAXIMUM VELOCITY FROM 110 TO 111
291.19 GPM
100.00 GPM
391.19 GPM
52.75 PSI
0.00 PSI
25.19 FPS
SUBMITTAL SERIAL NO:2932HY4
La Costa Greens
Building #1 attic .10/1050
Location Flow Pipe
in Size
From To GPM IN
117 124 1.080
Q 15.50
AO
------------------
116 123
Q 16.83
------------------
115 122
Q 17.17
------------------
114 121
Q 18.64
1.080
AO
1.080
AO
1.080
AO
------------------
119 120
Q 15.69
118 119DQ 15.76
Q 31.45
117 118DQ 16.05
Q 47.50
116 117DQ 15.50
Q 63.00
115 116DQ 16.83
Q 79.83
114 115DQ 17.17
Q 97.00
113 114DQ 18.64
Q 115.64
1.639
BN
1 .639
BN
1.639
BN
1 .639
EN
1 .639
EN
1.639
EN
1 .639
BN
I 1
03-08-2002 PAGE 2
Fittings Equiv Friction Pressure
& Length Loss Summary
Devices Ft PSI/Ft PSI
L 7.33 C=120 PT 7.66 (124)
F=T,2E F 10.40 PE -0.54
T 17.73 0.0705 PF 1.25
PT 8.37 (117)
L 0.83 C=120 PT 9.03 (123)
F=T F 5.80 PE -0.11
T 6.63 0.0821 PF 0.54
PT 9.46 (116)
L 4.00 C=120 PT 9.40 (122)
F=T F 5.80 PE 0.43
T 9.80 0.0851 PF 0.83
PT 10.66 (115)
L 0.83 C=120 PT 11.08 (121)
F=T F 5.80 PE -0.11
T 6.63 0.0991 PF 0.66
PT 11.63 (114)
L 8.33 C=120 PT 7.85 (120)
F=0 F 0.00 PE 0.00
T 8.33 0.0094 PF 0.08
L 8.33 C=120 PT 7.93 (119)
F=0 F 0.00 PE 0.00
T 8.33 0.0342 PF 0.28
L 2.17 C=120 PT 8.21 (118)
F=0 F 0.00 PE 0.00
T 2.17 0.0734 PF 0.16
L 4.50 C=120 PT 8.37 (117)
F=E F 4.40 PE 0.00
T 8.90 0.1237 PF 1.10
L 6.25 C=120 PT 9.47 (116)
F=0 F 0.00 PE 0.00
T 6.25 0.1917 PF 1.20
L 3.50 C=120 PT 10.67 (115)
F=0 F 0.00 PE 0.00
T 3.50 0.2749 PF 0.96
L 7.83 C=120 PT 11.63 (114)
F=2E F 8.80 PE 0.00
T 16.63 0.3805 PF 6.33
SUBMITTAL SERIAL NO:2932HY4 03-08-2002 PAGE 3
La Costa Greens
Building #1 attic .10/1050
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
112 113DQ 23.73 1.639 L 7.67 C=120 PT 17.96 (113)
Q 139.37 F=0 F 0.00 PE 0.00
BN T 7.67 0.5375 PF 4.12
111 112DQ 26.31 1.639 L 7.67 C=120 PT 22.08 (112)
Q 165.68 F=0 F 0.00 PE 0.00
BN T 7.67 0.7402 PF 5.68
110 111 1.639 L 7.67 C=120 PT 27.76 (111)
Q 165.68 F=0 F 0.00 PE 0.00
BN T 7.67 0.7402 PF 5.68
33 110 2.104 L 10.33 C=120 PT 33.44 (110)
Q 165.68 FT/2E F 21.90 PE 0.00
BN T 32.23 0.2193 PF 7.07
31 33 2.104 L 3.50 C=120 PT 40.51 ( 33)
Q 165.68 F=T F 10.90 PE 1.52
NR T 14.40 0.2193 PF 3.16
PT 45.19 ( 31)
105
------------------
109 1.080 L 4.50 C=120 PT 17.81 (109)
Q 23.63 F=T F 5.80 PE 0.54
AO T 10.30 0.1538 PF 1.58
PT 19.93 (105)
104
------------------
108 1.080 L 3.58 C=120 PT 19.29 (108)
Q 24.60 F=T,E F 8.10 PE -0.32
AO T 11.68 0.1656 PF 1.93
PT 20.90 (104)
106 107 1.639 L 10.00 C=120 PT 18.94 (107)
Q 24.37 F=0 F 0.00 PE 0.00
BN T 10.00 0.0214 PF 0.21
105 106DQ 24.51 1.639 L 5.67 C=120 PT 19.15 (106)
Q 48.88 F=E F 4.40 PE 0.00
BN T 10.07 0.0774 PF 0.78
104 105DQ 23.63 1.639 L 6.00 C=120 PT 19.93 (105)
Q 72.52 F=0 F 0.00 PE 0.00
BN T 6.00 0.1605 PF 0.6
103 104DQ 24.60 1.639 L 8.67 C=120 PT 20.89 (104)
Q 97.11 F=E/E F 8.80 PE 0.00 BN T 17.47 0.2755 PF 4.81
SUBMITTAL SERIAL NO:2932HY4
La Costa Greens
Building #1 attic .10/1050
Location Flow Pipe Fittings
in Size &
From To GPM IN Devices
102 103DQ 28.40 1.639 L
Q 125.51 F=0 F
BN T
101 102 1.639 L
Q 125.51 F=0 F
BN T
32 101 1.639 L
Q 125.51 F=T F
BN T
03-08-2002 PAGE 4
Equiv Friction Pressure
Length Loss Summary
Ft PSI/Ft PSI
8.33 C=120 PT 25.70 (103)
0.00 PE 0.00
8.33 0.4428 PF 3.69
8.42 C=120 PT 29.39 (102)
0.00 PE 0.00
8.42 0.4428 PF 3.73
11.08 C=120 PT 33.12 (101)
8.70 PE 0.00
19.78 0.4428 PF 8.76
30 32 2.104 L 3.50 C=120 PT 41.88 ( 32)
Q 125.51 F=T F 10.90 PE 1.52
NR T 14.40 0.1312 PF 1.89
PT 45.29 ( 30)
3 8
------------------
7.758 L 158.00 C=150 PT 52.56 ( 8)
Q 302.59 F=GV,EE/GV,T F 78.57 PE 0.00
LU T 236.57 0.0008 PF 0.19
1 3 7.758 L 1.00 C=150 PT 52.75 ( 3)
Q 302.59 F=0 F 0.00 PE 0.00
LU T 1.00 0.0008 PF 0.00
PT 52.75 ( 1)
7 8
------------------
7.758 L 220.00 C=150 PT 52.56 ( 8)
Q 88.60 F=GV F 6.04 PE 0.00
LU T 226.04 0.0001 PF 0.02
6 7 7.758 L 623.00 C=150 PT 52.58 ( 7)
Q 88.60 F=EE,GV,'EE,GV,2EE F 66.44 PE 0.00
LU T 689.44 0.0001 PF 0.07
5 6 7.758 L 415.00 C=150 PT 52.65 ( 6)
Q 88.60 F=GV,2EE/2EE F 60.40 PE 0.00
LU T 475.40 0.0001 PF 0.05
4 5 7.758 L 174.00 C=150 PT 52.70 ( 5)
Q 88.60 F0 F 0.00 PE 0.00
LU T 174.00 0.0001 PF 0.02
2 4 7.758 L 596.00 C=150 PT 52.72 ( 4)
Q 88.60 F=T,GV,4EE/GV,2EE F 146.52 P8 0.00
LU T 742.52 0.0001 PF 0.07
SUBMITTAL SERIAL NO:2932HY4 03-08-2002 PAGE 5
La Costa Greens
Building #1 attic .10/1050
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
1 2 7.758 L 1.00 C=150 PT 52.79 ( 2)
Q 88.60 F=0 F 0.00 PE 0.00
LU T 1.00 0.0001 PF 0.00
PT 52.79 C 1)
------------------
30 31 4.310 L 17.00 C=120 PT 45.18 ( 31)
Q 165.68 F=0 F 0.00 PE 0.00
FM1 T 17.00 0.0067 PF 0.11
15 30DQ 125.51 4.310 L 81.00 C=120 PT 45.29 ( 30)
Q 291.19 F=3E/4E F 66.36 PE 0.00
FM1 T 147.36 0.0189 PF 2.79
11 15 4.310 L 11.25 C=120 PT 48.08 ( 15)
Q 291.19 F=E F 9.48 PE 4.87
FR T 20.73 0.0189 PF 0.39
10 11 4.280 L 7.00 Cr140 PT 53.34 ( 11)
Q 291.19 F=E F 17.92 PE 0.00
UN T 24.92 0.0147 PF 0.37
8 10 4.266 L 290.00 C=150 PT 53.71 ( 10)
Q 291.19 F=T,GV,DDC/5E,2EE F 153.67 PE -21.88
UN T 443.67 0.0132 PF 5.86
4" Watts 909 RPDA 14.88
PT 37.69 C 8)
0 1 7.758 L 1.00 C=150 PT 52.75 C 1)
Q 391.19 F=0 F 0.00 PE 0.00
UN T 1.00 0.0012 PF 0.00
PT 52.75 C 0)
0 Automatic Storage
Li Solid Shelving
Li Encapsulated
El Non-Encapsulated
Clearance From Top of Storage to Ceiling
Ft. - In.
LIFEGUARD FIRE PROTECTION, INC.
2605 TEMPLE HEIGHTS DR. STE: F, OCEANSIDE, CA 92056
( 7 6 0 ) 806-9997 • FAX (760) 806-4813
Hydraulic Design Information Sheet
Name: La Costa Greens Date: 03/24/04
Location: 1953 Dove Lane -
Building: New System No.
Contractor: Lifeguard Fire Protection, Inc. Contract No.
Calculated By: Lifeguard Fire Protection, Inc Drawing No.
Construction: E Combustible Li Non-Combustible Ceiling Height
SYSTEM DESIGN
Pendents
FP2
11'-O" Ft.
NFPA 13: Light Hazard Ordinary Hazard Group El -1-F] 2 [] 3 Li Extra Hazard Li NFPA 231 U NFPA 231 C: Figure: Curve:
Z Other (Specify) Area reduced per NFPA 13 Section 7-2.3.2.4
[I Specific Ruling Made By Date
Area of Sprinkler Operation 923 sq ft System Type
Density .10 E Wet L] Dry Li Deluge Li Pre-Action
Area Per Sprinkler 18' x 18' Sprinkler or Nozzle
Hose Allowance GPM: Inside 0 Make Tyco Model F-890
Hose Allowance GPM: Outside 100 Size 17/32" K-Factor: 8.0
Rack Sprinkler Allowance n/a Temperature Rating 155
CALCULATION SUMMARY
GPM Required 183.00 PSI Required 46.00 At City Connection
"C" Factor Used: Overhead 120 Underground 150
WATPR QTIPPIV
Water Flow Test Pinup Data Tank or Reservoir
Date & Time 10/17/03 10:45am Rated Capacity n/a Capacity n/a
Static PSI 72 At PSI n/a Elevation n/a
Residual PSI 64 Elevation n/a
GPM Flowing 1480 Well
Elevation 190' Proof Flow n/a GPM
Location Point of connection at existing main in Dove Lane
Source of Information Carlsbad Fire Department
MULTJ 10 III PIP WI II] MIAMI
Commodity
Storage Height
Storage Method: Solid Piled
Class
Area
% Palletized
Location -
Aisle Width
% Rack
Rack
D Single Row Li Conventional Pallet
Li Double Row El Slave Pallet
Li Multiple Row Li Open
Flue Spacing In Inches
Longitudinal Transverse
Horizontal Barriers Provided
I
I
I
I
I
I
La Costa Greens Bldg #1 Pendents .10/923 Sigma Dynamics Corporation 7700 Supply I Demand Graph
2
15 -I Margin
J Pressure 22.12 PSI j Flow 2452.70 GPM
- -
-
- - -
____ ____ ____ _____ _____ ______ ______ _______
00
90--
85
80
70
- -
-'----- _-.. -
50
45
40
35
- - - - - - -
30
as
I'd
i(-------_________________
Inn Ann Ann Ann inry inn 14fl0 leon 1800 20
Water Flow (GPM)
System Demand..
Sprinkler Demand 42.28 PSI 1 183.00 GPM
Additional Flows 100.00 GPM
Hose at Source 0,00 GPM
Total Demand 42.34 PSI 0 283.00 GPM
Water Supply..
Static 64.80 PSI
Residual 57.60 PSI I 1480.00 GPM
Elevation 0.00 PSI
03-08-2002 PAGE 1 SUMITTAL SERIAL NO:2932HY4
La Costa Greens
Building #1 .10/923 pendents
FLOW TEST RESULTS
Water Supply
STATIC 64.80 PSI
RESIDUAL 57.60 PSI @ 1480.00 GPM
CITY PRESSURE AVAILABLE AT 283.0 GPM
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K-FACTOR PRESSURE
153 34.59 32.00 8.00 18.69
154 33.48 32.00 8.00 17.51
155 32.00 32.00 8.00 16.00
158 41.32 32.00 8.00 26.68
159 41.61 32.00 8.00 27.06
64.46 PSI
TOTAL WATER REQUIRED FOR SYSTEM
OUTFLOWS AT 8
TOTAL WATER REQUIREMENT
PRESSURE REQUIRED AT 0
MAXIMUM PRESSURE UNBALANCE IN LOOPS
MAXIMUM VELOCITY FROM 22 TO 150
183.00 GPM
100.00 GPM
283.00 GPM
42.34 PSI
0.00 PSI
15.22 FPS
I I
SUBMITTAL SERIAL NO:2932HY4
La Costa Greens
Building #1 .10/923 pendents
Location Flow Pipe Fittings
in Size &
From To GPM IN Devices
152 155 1.080 L
Q 32.00 F=T,E/E F
BN T
151 152 1.639 L
Q 32.00 F2E F
BN T
157 159
-------------------
1.080 L
Q 41.61 F=T,E F
EN T
156 157 1.639 L
Q 41.61 F=0 F
EN T
156 158
------------------
1.080 L
Q 41.32 F=T,E F
EN T
23 156DQ 41.61 1.639 L
Q 82.94 F=T F
BN T
21 23 2.104 L
Q 82.94 F=T F
NR T
151 154
------------------
1.080 L
Q 33.48 F=T,E F
EN T
150 151DQ 32.00 1.639 L
Q 65.48 F=E F
BN T
150 153
------------------
1.080 L
Q 34.59 F=T,E F
EN T
22 150DQ 65.48 1.639 L
Q 100.06 F=T F
BN T
03-08-2002 PAGE 2
Equiv Friction Pressure
Length Loss Summary
Ft PSI/Ft PSI
2.00 C=120 PT 16.00 (155)
10.40 PE -0.43
12.40 0.2694 PF 3.34
21.00 C=120 PT 18.91 (152)
8.80 PE -0.22
29.80 0.0353 PF 1.05
PT 19.74 (151)
1.00 C=120 PT 27.06 (159)
8.10 PE -0.43
9.10 0.4380 PF 3.99
10.00 C=120 PT 30.62 (157)
0.00 PE 0.00
10.00 0.0574 PF 0.57
PT 31.19 (156)
3.33 C=120 PT 26.68 (158)
8.10 PE -0.43
11.43 0.4323 PF 4.94
27.50 C=120 PT 31.19 (156)
8.70 PE 0.00
36.20 0.2057 PF 7.45
2.50 Cr120 PT 38.64 ( 23)
10.90 PE 1.08
13.40 0.0610 PF 0.82
PT 40.54 ( 21)
1.00 C=120 PT 17.51 (154)
8.10 PE -0.43
9.10 0.2925 PF 2.67
19.00 C=120 PT 19.75 (151)
4.40 PE 0.00
23.40 0.1329 PF 3.11
PT 22.86 (150)
6.67 C=120 PT 18.69 (153)
8.10 PE -0.43
14.77 0.3111 PF 4.59
44.50 C=120 PT 22.85 (150)
8.70 PE 0.00
53.20 0.2912 PF 15.49
I I
SUBMITTAL SERIAL NO:2932HY4 03-08-2002 PAGE 3
La Costa Greens
Building #1 .10/923 pendents
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
20 22 2.104 L 2.50 C=120 PT 38.34 ( 22)
Q 100.06 F=T F 10.90 PE 1.08
NR T 13.40 0.0863 PF 1.16
PT 40.58 ( 20)
3
------------------
8 7.758 L 158.00 C=150 PT 42.24 ( 8)
Q 218.86 F=GV,EE/GV,T F 78.57 PE 0.00
LU T 236.57 0.0004 PF 0.09
1 3 7.758 L 1.00 C=150 PT 42.33 ( 3)
Q 218.86 F=0 F 0.00 PE 0.00
LU T 1.00 0.0004 PF 0.00
PT 42.33 ( 1)
7
------------------
8 7.758 L 220.00 C=150 PT 42.24 C 8)
Q 64.14 F=GV F 6.04 PE 0.00
LU T 226.04 0.0000 PF 0.00
6 7 7.758 L 623.00 C=150 PT 42.24 ( 7)
Q 64.14 F=EE,GV/EE,GV,2EE F 66.44 PE 0.00
LU T 689.44 0.0000 .PF 0.00
5 6 7.758 L 415.00 C=150 PT 42.24 C 6)
Q 64.14 F=GV,2EE/2EE F 60.40 PE 0.00
LU T 475.40 0.0000 PF 0.00
4 5 7.758 L 174.00 C=150 PT 42.24 ( 5)
Q 64.14 F=0 F 0.00 PE 0.00
LU T 174.00 0.0000 PF 0.00
2 4 7.758 L 596.00 C=150 PT 42.24 C 4)
Q 64.14 F=T,GV,4EE/GV,2EE F 146.52 PE 0.00
LU T 742.52 0.0000 PF 0.00
1 2 7.758 L 1.00 C=150 PT 42.24 ( 2)
Q 64.14 F=0 F 0.00 PE 0.00
LU T 1.00 0.0000 PF 0.00
------------------ PT 42.24 ( 1)
20 21 4.310 L 26.00 C=120 PT 40.53 C 21)
Q 82.94 F=0 F 0.00 PE 0.00
FM1 T 26.00 0.0019 PF 0.05
15 20DQ 100.06 4.310 L 9.00 C=120 PT 40.58 C 20)
Q 183.00 F=4E F 37.92 PE 0.00
FM1 .T 46.92 0.0080 PF 0.38
1 I
SUBMITTAL SERIAL NO:2932HY4 03-08-2002 PAGE 4
La Costa Greens
Building #1 .10/923 pendents
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
11 15 4.310 L 11.25 C=120 PT 4096 ( 15)
Q 183.00 F=E F 9.48 PE 4.87
FR T 20.73 0.0080 PF 0.17
10 11 4.280 L 7.00 C=140 PT 46.00 ( 11)
Q 183.00 F=E F 17.92 PE 0.00
UN T 24.92 0.0062 PF 0.15
8 10 4.266 L 290.00 C=150 PT 46.15 ( 10)
Q 183.00 F=T,GV,DDC/5E,2EE F 153.67 PE -21.88
UN T 443.67 0.0056 PF 2.48
4" watts 909 RPDA 15.49
PT 26.75 ( 8) ------------------
0 1 7.758 L 1.00 C=150 PT 42.34 ( 1)
Q 283.00 F=0 F 0.00 PE 0.00
UN T 1.00 0.0007 PF 0.00
PT 42.34 ( 0)
LIFEGUARD FIRE PROTECTION, INC.
2605 TEMPLE HEIGHTS DR. STE: F, OCEANSIDE, CA 92056
(760) 806-9997 • FAX (760) 806-4813
Hydraulic Design Information Sheet
Name: La Costa Greens Date: 03/24/04
Location: 1945 Dove Lane
Building: New System No.
Contractor: Lifeguard Fire Protection, Inc. Contract No.
Calculated By: Lifeguard Fire Protection, Inc Drawing No.
Construction: 21 Combustible LI Non-Combustible Ceiling Height
SYSTEM DESIGN
Carport
FP4
8'-O" Ft.
NFPA 13: LI Light Hazard Ordinary Hazard Group
LI NFPA 231 D NFPA 23 1C: Figure:
0 Other (Specify) Area reduced per NFPA 13 Section 7-2.3.2.4
LI Specific Ruling __ Made By
1 LI 2 LI 3 LI Extra Hazard
Curve:
Date
Area of Sprinkler Operation 900 sq ft System Type
Density .15 Z Wet LI Dry [1 Deluge LI Pre-Action
Area Per Sprinkler 125 sq ft Sprinkler or Nozzle
Hose Allowance GPM: Inside 0 Make Tyco Model LFII
Hose Allowance GPM: Outside 250 Size 1/2" K-Factor: 4.9
Rack Sprinkler Allowance n/a Temperature Rating 155
[W.11 1101 F'.'4 III) 11313L,
GPM Required 156.21 PSI Required 65.83 At City Connection
"C" Factor Used: Overhead 120 Underground 150
RITA I WANII'J !J M
Water Flow Test Pump Data Tank or Reservoir
Date & Time 10/17/03 10:45am Rated Capacity n/a Capacity n/a
Static PSI 72 At PSI n/a Elevation n/a
Residual PSI 64 Elevation n/a
GPM Flowing 1480 Well
Elevation 190' Proof Flow n/a GPM
Location Point of connection at existing main in Dove Lane
Source of Information Carlsbad Fire Department
I Ia I '.JAJ%'.J
Commodity
Storage Height ______
Storage Method: Solid Piled
Class
Area
% Palletized
Location
-
Aisle Width
% Rack
Rack
0 Single Row LI Conventional Pallet
LI Double Row LI Slave Pallet LI Multiple Row LI Open
Flue Spacing In Inches
Longitudinal Transverse
-
Horizontal Barriers Provided
0 Automatic Storage • 0 Encapsulated LI Solid Shelving LI Non-Encapsulated
Clearance From To of Storage to Ceiling
Ft. In.
La Costa Greens Bldg #3 carport .151900 Sigma Dynamics Corporation
7700 Sunn1w 1 Demand f4rai3h
Iu
120
-
- - - - - - ____ _____ ______ ______ _______ _______ _______ ________ _____________________________
115 - - - - -1 Margin
Pressure 9.57 PSI
Flow 1382.91 GPM
-
____ ____ _____ _____ ______ _______ _______ _______
105
100
80
75
70
66i
60
60
2.
10 - - -
_
I
200 400 600 800
__
1000
I
__ __
1200
__ ___
1400
___ ___
1600
___ ___
1800
____
N1 -86
201
Water Flow (GPM)
System Demand..
Sprinkler Demand 54.31 PSI
Additional Flows
Hose at Source
Total Demand 54.57 PSI
156.21 GPM
250.00 GPM
0.00 GPM
406.21 GPM
Water Supply..
Static 64.80 PSI
Residual 57.60 PSI
Elevation 0.00 PSI
1480.00 GPM
SUMITTAL SERIAL NO:2932HY4
La Costa Greens
Building #3 Carport .15/900
FLOW TEST RESULTS
Water Supply
STATIC 64.80 PSI
RESIDUAL 57.60 PSI @ 1480.00 GPM
CITY PRESSURE AVAILABLE AT 406.2 GPM
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K-FACTOR PRESSURE
101 20.59 18.75 5.60 13.52
102 19.96 18.75 5.60 12.70
103 19.65 18.75. 5.60 12.32
104 19.57 18.75 5.60 12.21
105 19.74 18.75 5.60 12.42
106 19.12 18.75 5.60 11.66
107 18.83 18.75 5.60 11.31
108 18.75 18.75 5.60 11.21
03-09-2002 PAGE 1
64.14 PSI
TOTAL WATER REQUIRED FOR SYSTEM
OUTFLOWS AT 7
TOTAL WATER REQUIREMENT
PRESSURE REQUIRED AT 0
MAXIMUM PRESSURE UNBALANCE IN LOOPS
MAXIMUM VELOCITY FROM 20 TO 101
156.21 GPM
250.00 GPM
406.21 GPM
54.57 PSI
0.00 PSI
14.12 FPS
SUBMITTAL SERIAL NO:2932HY4 03-09-2002 PAGE 2
La Costa Greens
Building #3 Carport .15/900
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
104 108 1.080 L 10.00 C=120 PT 11.21 (108)
Q 18.75 F=0 F 0.00 PE 0.00
EN T 10.00 0.1002 PF 1.00
23 104DQ 19.57 1.080 L 5.25 C=120 PT 12.21 (104)
Q 38.32 F=T,E F 8.10 PE 0.32
BN T 13.35 0.3760 PF 5.02
------------------ PT 17.55 ( 23)
103 107 1 .080 L 10.00 C=120 PT 11.31 (107)
Q 18.83 F=0 F 0.00 PE 0.00
BN T 10.00 0.1010 PF 1.01
22 103DQ 19.65 1.080 L 5.25 C=120 PT 12.32 (103)
Q 38.49 F=T,E F 8.10 PE 0.32
BN T 13.35 0.3790 PF 5.06
------------------ PT 17.70 •( 22)
102 106 1.080 L 10.00 C=120 PT 11.66 (106)
Q 19.12 F=0 F 0.00 PE 0.00
EN T 10.00 0.1039 PF 1.04
21 102DQ 19.96 1.080 L 5.25 C=120 PT 12.70 (102)
Q 39.08 F=T,E F 8.10 PE 0.32
BN T 13.35 0.3900 PF 5.21
PT 18.23 ( 21)
101 105 1.080 L 10.00 C=120 PT 12.42 (105)
Q 19.74 F=0 F 0.00 PE 0.00
EN T 10.00 0.1102 PF 1.10
20 101DQ 20.59 1.080 L 5.25 C=120 PT 13.52 (101)
Q 40.33 F=T,E F 8.10 PE 0.32
BN T 13.35 0.4133 PF 5.52
PT 19.36 ( 20)
8 7 7.758 L 220.00 C=150 PT 54.26 ( 7)
Q 281.37 F=GV F 6.04 PE 0.00
LU T 226.04 0.0007 PF 0.16
3 8 7.758 L 158.00 C=150 PT 54.42 ( 8)
Q 281.37 F=GV,EE/GV,T F 78.57 PE 0.00
LU T 236.57 0.0007 PF 0.17
1 3 7.758 L 1.00 C=150 PT 54.59 ( 3) Q 281.37 F=0 F 0.00 PE 0.00 LU T 1.00 0.0007 PF 0.00
PT 54.59 ( 1)
SUBMITTAL SERIAL NO:2932HY4
La Costa Greens
Building #3 Carport .15/900
Location Flow Pipe Fittings
in Size &
From To GPM IN Devices
03-09-2002 PAGE 3
Equiv Friction Pressure
Length Loss Summary
Ft PSI/Ft PSI
6 7
------------------
7.758 L 623.00 C=150 PT 54.26 ( 7)
Q 124.84 F=EE,GV/EE,GV,2EE F 66.44 PE 0.00
LU T 689.44 0.0001 PF 0.07
5 6 7.758 L 415.00 C=150 PT 54.33 ( 6)
Q 124.84 F=GV,2EE/2EE F 60.40 PE 0.00
LU T 475.40 0.0001 PF 0.05
4 5 7.758 L 174.00 C=150 PT 54.38 ( 5)
Q 124.84 F=0 F 0.00 PE 0.00
LU T 174.00 0.0001 PF 0.02
2 4 7.758 L 596.00 C=150 PT 54.40 C 4)
Q 124.84 F=T,GV,4EE/GV,2E F 146.52 PE 0.00
LU T 742.52 0.0001 PF 0.07
1 2 7.758 L 1.00 C=150 PT 54.47 ( 2)
Q 124.84 F=0 F 0.00 PE 0.00
LU T 1.00 0.0001 PF 0.00
------------------ PT 54.47 ( 1)
22 23 2.203 L 12.50 C=120 PT 17.56 ( 23)
Q 38.32 F=0 F 0.00 PE 0.00
FM T 12.50 0.0117 PF 0.15
21 22DQ 38.49 2.203 L 12.50 C=120 PT 17.71 ( 22)
Q 76.81 F=0 F 0.00 PE 0.00
FM T 12.50 0.0423 PF 0.53
20 21DQ 39.08 2.203 L 12.50 C=120 PT 18.24 ( 21)
Q 115.89 F=0 F 0.00 PE 0.00 FM T 12.50 0.005 PF 1.13
18 20DQ 40.33 2.203 L 90.00 C=120 PT 19.37 ( 20)
Q 156.21 F=T,8E/T F 61.60 PE -0.87
FM T 151.60 0.1572 PF 23.83
17 18 2.203 L 63.00 C=120 PT 42.33 ( 18)
Q 156.21 F=T/T F 23.20 PE 0.00
FM T 86.20 0.1572 PF 13.55
16 17 3.314 L 20.00 C=120 PT 55.88 ( 17)
Q 156.21 F=8E F 58.40 PE 0.87
FM T 78.40 0.0215 PF 1.69
SUBMITTAL SERIAL NO:2932HY4 03-09-2002 PAGE 4
La Costa Greens
Building #3 Carport .15/900
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
15 16 3.314 L 116.00 C=120 PT 58.44 ( 16)
Q 156.21 F=2E/T F 33.50 PE 0.00
FM T 149.50 0.0215 PF 3.21
11 15 3.314 L 7.58 C=120 PT 61.65 ( 15)
Q 156.21 F=CV,E F 28.85 PE 3.28
FR T 36.43 0.0215 PF 0.78
10 11 4.280 L 7.00 C=140 PT 65.71 ( 11)
Q 156.21 F=E F 17.92 PE 0.00
UN T 24.92 0.0047 PF 0.12
9 10 4.266 L 37.00 C=150 PT 65.83 ( 10)
Q 156.21 F=T F 38.42 PE 0.00
UN T 75.42 0,0Q42 PF 0.32
7 9 4.266 L 71.00 C=150 PT 66.15 ( 9)
Q 156.21 F=T,GV,DDC/3E F 99.89 PE -27.30
UN T 170.89 0.0042 PF 0.72
4" Watts 909 RPDA 14.69
------------------ PT 39.57 ( 7)
0 1 7.758 L 1.00 C=150 PT 54.57 ( 1)
Q 406.21 F=0 F 0.00 PE 0.00
UN T 1.00 0.0013 PF 0.00
PT 54.57 ( 0)
LIFEGUARD FIRE PROTECTION, INC.
2605 TEMPLE HEIGHTS DR. STE: F, OCEANSIDE, CA 92056
(760) 806-9997 • FAX (760) 806-4813
Hydraulic Design Information Sheet
Name: La Costa Greens Date: 03/24/04
Location: 1945 Dove Lane
Building: New System No. 2-head
Contractor: Lifeguard Fire Protection, Inc. Contract No.
Calculated By: Lifeguard Fire Protection, Inc Drawing No. FP4
Construction: Combustible El Non-Combustible Ceiling Height 8'-O" Ft.
SYSTEM DESIGN
NFPA 13: El Light 'Hazard Ordinary Hazard Group El 1 El 2 El 3 El Extra Hazard [1 NFPA 231 El NFPA 231C: Figure: Curve: El Other (Specify)
Specific Ruling Residential Made By Date
Area of Sprinkler Operation 2-head System Type
Density .10 Wet El Dry El Deluge El Pre-Action
Area Per Sprinkler 20' x 20' Sprinkler or Nozzle
Hose Allowance GPM: Inside 0 Make Tyco Model LFII
Hose Allowance GPM: Outside Size 1/2" K-Factor: 4.9
Rack Sprinkler Allowance n/a Temperature Rating 155
CALCULATION SUMMARY
GPM Required 40.21 PSI Required 56.22 At City Connection
"C" Factor Used: Overhead 120 Underground 150
Water Flow Test Pump Data Tank or Reservoir
Date 8 Time 10/17/03 10:45am Rated Capacity n/a Capacity n/a
Static PSI 72 At PSI n/a Elevation n/a
Residual PSI 64 Elevation n/a
GPM Flowing 1480 W.ii Elevation 190' Proof Flow n/a GPM
Location Point of connection at existing main in Dove Lane
Source of Information Carlsbad Fire Department
COMMODITY STORAGE
Class Location
- Area Aisle Width
% Palletized % Rack
Commodity
Storage Height
Storage Method: Solid Piled
Rack
El Single Row El Conventional Pallet
[]Double Row El Slave Pallet
El Multiple Row El Open
Flue Spacing In Inches
Longitudinal Transverse
- Horizontal Barriers Provided
El Automatic Storage El Encapsulated. El Solid Shelving El Non-Encapsulated
Clearance From Top of Storage to Ceiling
Ft. In.
Sigma Dynamic, Corporation
7700 Supply! Demand Graph
Margin
Pressure 21.73 PSI
Flow 2647.70 GPM
- .
0 --- - - - - • ____ _____ _____ ______
5 -.--,.--
0
200 400 600 000 1000 1200 1400 1600 1800 20
Water Flow (GPM)
System Demand..
Sprinkler Demand
Additional Flows
Hose at Source
Total Demand
43.06 PSI • 40.21 GPM
0.00 GPM
0.00 GPM
43.06 PSI a 40.21 GPM
Water Supply..
Static 64.80 PSI
Residual 57.60 PSI @ 1480.00 GPM
Elevation 0.00 PSI
La Costa Greens Bldg #3 2-head calc
12
11
Ii
IC
IC
6
6
7
S
S
S
5
4
4
3
3
2
OLf
03-09-2002 PAGE 1 SUMITTAL SERIAL NO:2932HY4
La Costa Greens
Building #3 third floor 2-head calculation
20' x 20' spacing
FLOW TEST RESULTS
Water Supply
STATIC 64.80 PSI
RESIDUAL 57.60 PSI @ 1480.00 GPM
CITY PRESSURE AVAILABLE AT 40.2 GPM
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K-FACTOR PRESSURE
162 20.00 20.00 4.90 16.66
163 20.21 20.00 4.90 17.02
64.79 PSI
TOTAL WATER REQUIRED FOR SYSTEM
TOTAL WATER REQUIREMENT
PRESSURE REQUIRED AT 0
MAXIMUM PRESSURE UNBALANCE IN LOOPS
MAXIMUM VELOCITY FROM 150 TO 151
40.21 GPM
40.21 GPM
43.06 PSI
0.00 PSI
13.55 FPS
20' x 20' spacing
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
161 162 1.101 L 13.00 C=150 PT 16.66 (162)
Q 20.00 F=DPV,E F 6.00 PE 0.00
AO T 19.00 0.0680 PF 1.29
PT 17.95 (161)
161 163
------------------
1.101 L 7.50 C=150 PT 17.02 (163)
Q 20.21 F=DPV,E F. 6.00 PE 0.00
AO T 13.50 0.0694 PF 0.94
160 161DQ 20.00 1.101 L 2.00 C=150 PT 17.96 (161)
Q 40.21 F=E F 5.00 PE 0.22
BN1 T 7.00 0.2477 PF 1.73
153 160 1.101 L 32.00 C=150 PT 1.9.91 (160)
Q 40.21 F=E,DPV,2E/DPV,E F 22.00 PE 0.00
BN1 T 54.00 0.2477 PF 13.38
PT 33.29 (153)
150 151
------------------
1.101 L 1.75 C=150 PT 46.72 (151)
Q 40.21 F=T/E F 10.00 PE 0.32
EN T 11.75 0.2477 PF 2.91
PT 49.95 (150)
8 7
------------------
7.758 L 220.00 C=150 PT 43.06 ( 7)
Q 28.25 F=GV F 6.04 PE 0.00
LU T 226.04 0.0000 PF 0.00
3 8 7.758 L 158.00 C=150 PT 43.06 ( 8)
Q 28.25 F=GV,EE/GV,T F 78.57 PE 0.00
LU . T 236.57 0.0000 PF 0.00
1 3 7.758 L 1.00 C=150 PT 43.06 ( 3)
Q 28.25 F=0 F 0.00 PE 0.00
LU T 1.00 0.0000 PF 0.00
PT 43.06 ( 1)
6 7
------------------
7.758 L 623.00 C=150 PT 43.06 ( 7)
Q 11.97 F=EE,GV/EE,GV,2EE F 66.44 PE 0.00
LU T 689.44 0.0000 PF 0.00
5 6 7.758 L 415.00 C=150 PT 43.06 ( 6)
Q 11.97 F=GV,2EE/2EE F 60.40 PE 0.00
LU T 475.40 0.0000 PF 0.00
4 5 7.758 L 174.00' C=150 PT 43.06 ( 5)
Q 11.97 F=0 F 0.00 PE 0.00
LU T 174.00 0.0000 PF 0.00
SUBMITTAL SERIAL NO:2932HY4 03-09-2002 PAGE 3
La Costa Greens
Building #3 third floor 2-head calculation
20' x 20' spacing
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
2 4 7.758 L 596.00 C=150 PT 4.06 ( 4)
Q 11.97 F=T,GV,4EE/GV,2EE F 146.52 PE 0.00
LU T 742.52 0.0000 PF 0.00
1 2 7.758 L 1.00 C=150 PT 43.06 ( 2)
Q 11.97 F=0 F 0.00 PE 0.00
LU T 1.00 0.0000 PF 0.00
------------------ PT 43.06 C 1)
152 153 1.101 L 10.00 C=150 PT 33.28 (153)
Q 40.21 F=DPV F 1.00 PE 4.33
FRi T 11.00 0.2477 PF 2.72
151 152 1.101 L 9.00 C=150 PT 4033 (152)
Q 40.21 F=DPV F 1.00 PE 3.90
FRI T 10.00 0.2477 PF 2.48
---------------- PT 46.71 (151)
18 150 2.203 L 63.00 C=120 PT 4.9.95 (150)
Q 40.21 F=T,8E F 50.00 PE -0.87
FM T 113.00 0.0128 PF 1.45
17 18 2.203 L 63.00 C=120 PT 50.53 ( 18)
Q 40.21 F=T/T F 23.20 PE 0.00
FM T 86.20 0.0128 PF 1.10
16' 17 3.314 L 20.00 C=120 PT 51.63 ( 17)
Q 40.21 F=8E F 58.40 PE 0.87
FM T 78.40 0.0017 PF 0.13
15 16 3.314 L 116.00 C=120 PT 52.63 ( 16)
Q 40.21 F=2E/T F 33.50 PE 0.00
FM T 149.50 0.0017 PF 0.25
11. 15 3.314 L 7.58 C=120 PT 52.88 ( 15)
Q 40.21 F=CV,E F 28.85 PE 3.28
FR T 36.43 0.0017 PF 0.06
10 11 4.280 L 7.00 C=140 PT 56.22 ( 11)
Q 40.21 F=E F 17.92 PE 0.00
UN T 24.92 0.0004 PF 0.01
9 10 4.266 L 37.00 C=150 PT 56.23 ( 10)
Q 40.21 F=T F 38.42 PE 0.00
UN T 75.42 0.0003 PF 0.02
SUBMITTAL SERIAL NO:2932HY4 03-09-2002 PAGE 4
La Costa Greens
Building #3 third floor 2-head calculation
20' x 20' spacing
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
7 9 4.266 L 71.00 C=150 PT 56.25 ( 9)
Q 40.21 F=T,GV,DDC/3E F 99.89 PE -27.30
UN T 1.70. 89 0.0003 PF 0.05
4" Watts 909 RPDA 14.02
PT 29.00 ( 7) ------------------
0 1 7.758 L 1.00 C150. PT 43.06 ( 1)
Q 40.2.1 F=0 F 0.0 PE 0.00
UN T 1.00 0.0000 PF 0.00
PT 43.06 C 0)
LIFEGUARD FIRE PROTECTION, INC.
2605 TEMPLE HEIGHTS DR. STE: F, OCEANSIDE, CA 92056
(760) 806-9997 • FAX (760) 806-4813
Hydraulic Design Information Sheet
Name: La Costa Greens Date: 03/24/04
Location: 1945 Dove Lane
Building: New System No. 1-head
Contractor: Lifeguard Fire Protection, Inc. Contract No.
Calculated By: Lifeguard Fire Protection, Inc Drawing No. FP4
Construction: 0 Combustible [1 Non-Combustible Ceiling Height 8'-0" Ft.
SYSTEM DESIGN
NFPA 13: El Light Hazard Ordinary Hazard Group El 1 El 2 0 3 El Extra Hazard
[]NFPA 231 El NFPA 231C: Figure: Curve:
El Other (Specify)
ZSpecffic Ruling Residential Made By Date
Area of Sprinkler Operation 1-head System Type
Density .10 Wet 0 Dry C] Deluge 0 Pre-Action
Area Per Sprinkler 18' x 18' Sprinkler or Nozzle
Hose Allowance GPM: Inside 0 Make Tyco Model LFII
Hose Allowance GPM: Outside Size 1/2" K-Factor: 4.9
Rack Sprinkler Allowance n/a Temperature Rating 155
CALCULATION SUMMARY
GPM Required 17.68 PSI Required 31.73 At City Connection
"C" Factor Used: Overhead 120 Underground 150
!YJ' I :*i ii 'J !1 IMA
Water Flow Test Pump Data Tank or Reservoir
Date & Time 10/17/03 10:45am Rated Capacity n/a Capacity n/a
Static PSI 72 At PSI n/a Elevation n/a
Residual PSI 64 Elevation n/a
GPM Flowing 1480 Well
Elevation 190' Proof Flow n/a GPM
Location Point of connection at existing main in Dove Lane
Source of Information Carlsbad Fire Department
U WWI UJ1X1II
Commodity
Storage Height
Storage Method: Solid Piled
Class
Area
% Palletized
Location -
Aisle Width
% Rack
Rack
El Single Row 0 Conventional Pallet El Double Row [] Slave Pallet
El Multiple Row El Open
Flue Spacing In Inches
Longitudinal Transverse
Horizontal Barriers Provided
El Automatic Storage El Encapsulated El Solid Shelving El Non Encapsulated
Clearance From Top of Storage to Ceiling
Ft. In.
La Costa Greens Bldg #3 1-head Caic Sigma Dynemica Corporation
7700 8uDolv I Demand Graph
-1 Margin
Pressure 48.57 PSI
Flow 4131.60 GPM - -
JO
FO
- -
105
2o 400 600 800 1000 1200 1400 1600 1600 20
Water Flow (GPM)
System Demand..
Sprinkler Demand
Additional Flows
Hose at Source
Total Demand
16.22 PSI 0 17.68 GPM
0.00 GPM
0.00 GPM
16.22 PSI 1 17.68 GPM
Water Supply..
Static 64.80 PSI
Residual 57.60 PSI @ 1480.00 GPM
Elevation 0.00 PSI
SUMITTAL SERIAL NO:2932HY4 03-09-2002 PAGE 1
La Costa Greens
Building #8 third floor 1-head calculation
FLOW TEST RESULTS
Water Supply
STATIC 64.80 PSI
RESIDUAL 57.60 PSI @ 1480.00 GPM
CITY PRESSURE AVAILABLE AT 17.7 GPM 64.80 PSI
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K-FACTOR PRESSURE
164 17.68 17.00 4.90 13.02
TOTALS WATER. REQUIRED FOR, SYSTEM 17.68 GPM
TOTAL WATER REQUIREMENT 17.68 GPM
PRESSURE REQUIRED AT 0 16.22 PSI
MAXIMUM PRESSURE UNBALANCE IN LOOPS 0. 00 PSI
MAXIMUM VELOCITY FROM 150 TO 151 5.96 FPS
SUBMITTAL SERIAL NO:2932HY4 03-09-2002 PAGE 2
La Costa Greens
Building #8 third floor 1-head calculation
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices. Ft PSI/Ft PSI
160 164 1.101 L 13.00 C=150 PT 13.02 (164)
Q 17.68 F=DPV/2E F 11.00 PE 0.22
AO T 24.0,01 0.0542 PF 1.30
153 160 1.101 L 32.00 C=150 PT 14.54 (160)
Q 17.68 F=E,DPV,2E/DPV,E F 22.00 PE 0.00
BN1 T 54.00 0.0542 PP 2.93:
PT 1.7.47 (153) ------------------
150 151 1.101 L 1.75 C=150 PT 26.83 (151)
Q 17.68 F=.T/E F 10.00 PE. 0.32
B T 11.75: 0.0542 PP 0.64.
PT 27.79 (150)
------------------
8 7 7.758 L 2:20.00; Q=1.50 PT 16.2:2 ( 7)
Q 13.36 F=GV F 6.04 PE: 0.00
LU T 226.04 0.0000 PF 0.00
3. 8 7.758 L 158:.00: C=150; PT' 16.22 ( 8)
Q 13.36 F=GV,EE/GV,T F 78.57 PEI 0 00
LU T 236.57 0.0000 PF 0.00
1 3. 7.758 L. 1.00 C=11,50' PT 16.2,2 ( 3)
Q 13.3.6 F=0 F' 0.00 PE 0.00
LU T 1.00 0.0000 PF 0.00
PT 16.22 ( 1) ------------------
6 7 7.758: L 623:.0:0 C=.150 PT 16.22( 7);
Q 4.32 F=EE.,GV/EE,GV,2EE F 66.44 PE 0.00
LU T 689.44 0.0000 PF 0.00
5 6 7.75.8 L 415.0:0 C=150 PT 16.22. C 6)
Q 4.32 F=GV,.2E:E:/2E:E F .6.0.40 PE 0.00
LU T 475.40 0.0000 PF 0.00
4 5 7.758 L 174.00 C=150 PT 16.22 C 5)
Q 4.32 F=0 F 0.00 PE 0.00
LU T 174.00 0.0000 PF 0.00
2 4 7.758 L 596.00 C=150 PT 16.22 ( 4)
Q 4.32 F=T,GV,4EE/GV2E:E: F 1.46.52 PE: 0.00
LU T 742.52 0.0000 PF 0.00
1 2 7.758 L 1.00 C=150 PT 16.22 C 2)
4.32 F=0 F 0.00 FE 0.00
LU T 1.00 0.0000 PF -0.00
PT 16.22 ( 1)
9900°Tl
SUBMITTAL SERIAL NO:2932HY4
La Costa Greens
Building #8 third floor 1-head calculation
Location Flow Pipe Fittings Equiv
in Size & Length
From To GPM IN Devices Ft
03-09-2002 PAGE 3
Friction Pressure
Loss Summary
PSI/Ft PSI
152 153
------------------
1.101 L 10.00 C=150 PT 17.46 (153)
Q 17.68 F=DPV F 1.00. PE 4.33
FRi T 11.00 0.0542 PF 0.60
151 152 1.101 L 9.00 C=150 PT 22.39 (152)
Q 17.68 F=DPV F 1.00 PE 3.90
FRI T: 10.00 0.0542 PF 0.54
PT 26.83 (151)
18 150 2.203 L 63.00 C=120 PT 27.79 (150)
Q 17.68 F=T,. 8E F 50.00 PE; -0.. 87
FM T 113.00 0.0028 PF 0.32
17 18 2.203 L 63.00 C=120 PT 27.24 ( 18)
Q 17.68 F=T/T F 23.20 PE 0.00
FM T 86 .20 0. 0028 PP 0.24
16 17 3.314 L 20.00 C=120 PT 27.48 ( 17)
Q 17.68 F=8E F 58.40 PE 0.87
S
FM T 78.40 0.0004 PF 0.03
15 16 3.314 L 116.00 C=120 PT 28.38 ( 16)
Q 17.68 F=2E/T F 33.50 PE 0.00
FM T 149.50 0.0004 PF 0.06
11 15 3.314 L 7.58 C=120 PT 28.44 ( 15)
Q 17.68 F=cV,E F 28.85 PE 3.28
FR T 36.43 0.000:4 PF 0.01
10 11 4.280 L 7.00 C=140 PT 31.73 ( 11)
Q 17.68 F=E F 17.92 PE 0.00
UN T 24.92 0.0001 PF 0.0.0
9 10 4.266 L 37.00 C=150 PT 31.73 ( 10)
Q 17.68 F=T F 38.42 PE 0.00 UN T 75.42 0.0001 PP 0.01
7 9 4.266 L 71.00 C=150 PT 31.74 ( 9)
Q 17.68 F=TGV,DDC/3E F 99.89 PE -27.30 UN T 170.89 0.0001 PP 0.02
• 4" Watts 909 RPDA 11.77
PT 4.46 ( 7)
0 1 7.758 L 1.00 C=150 PT 16.2.2 ( 1)
Q 17.68 F=0 F 0.00 PE 0.00 UN T 1.00 0.0000 PF 0.00
• PT 16.22 ( 0)
LIFEGUARD FIRE PROTECTION, INC.
2605 TEMPLE HEIGHTS DR. STE: F, OCEANSIDE, CA 92056
(760) 806-9997 9 FAX (760) 806-4813
Hydraulic Design Information Sheet
Name: La Costa Greens Date: 03/24/04
Location: 1933 Dove Lane
Building: #6 System No. Carport
Contractor: Lifeguard Fire Protection, Inc. Contract No.
Calculated By: Lifeguard Fire Protection, Inc Drawing No. FP7
Construction: 0 Combustible El Non-Combustible Ceiling Height 8'-O" Ft.
SYS1tM IJtS1(i1N
NFPA 13: El Light Hazard Ordinary Hazard Group 1 2113 El Extra Hazard
El NFPA 231 E] NFPA 231C: Figure: Curve:
El Other (specify) Area reduced per NFPA 13 Section 7-2.3.2.4
[]Specific Ruling Made By Date
Area of Sprinkler Operation 900 sq ft System Type
Density .15 Z Wet El Dry El Deluge El Pre-Action
Area Per Sprinkler 125 sq ft Sprinkler or Nozzle
Hose Allowance GPM: Inside 0 Make Tyco Model LFII
Hose Allowance GPM: Outside 250 Size 1/2" K-Factor: 4.9
Rack Sprinkler Allowance n/a Temperature Rating 155
(S)SJ'l ,;• '1
GPM Required 15 8. 10 PSI Required 65.69 At City Connection
"C" Factor Used: Overhead 120 Underground 150
'Li I a .iiuI J J WA
Water Flow Test Pump Data Tank or Reservoir
Date & Time 10/17/03 10:45am Rated Capacity n/a Capacity n/a
Static PSI 72 At PSI n/a Elevation n/a
Residual PSI 64 Elevation n/a
GPM Flowing 1480 well
Elevation 190' Proof Flow n/a GPM
Location Point of connection at existing main in Dove Lane
Source of Information Carlsbad Fire Department
COMMOL)I1Y SIUKAUE
Commodity Class Location - Storage Height Area. Aisle Width
Storage Method: Solid Piled % Palletized %Rack
Rack
El Single Row El conventional Pallet El Double Row El Slave Pallet
El Multiple Row El Open
Flue Spacing In Inches
Longitudinal Transverse -
Horizontal Barriers Provided
El AutOmatic Storage El Encapsulated
El Solid Shelving El Non-Encapsulated
Clearance From Top of Storage to Ceiling
Ft. In.
-
La Costa Greens Bldg #6 Carport .15/900 Sigma Dynamic* Corporation
7700 Supply I Demand Graph
I"
margin
Pressure 1.85 PSI
1 Flow 430.75 GPM ____ _____ _____ _____ ______ ______ ______ _______
05
95
90
75
70 - -
55• -z,
so
C ao
10
200 400 600 800 1000 1200
N1
1400 1600 1800 20
Water Flow (GPM)
System Demand..
Sprinkler Demand 61.95 PSI 1 158.10 GPM
Additional Flows 250.00 GPM
Hose at Source 0.00 GPM
Total Demand 62.28 PSI 0 408.10 GPM
Water Supply..
Static 64.80 PSI
Residual 57.60 PSI
Elevation 0.00 PSI
e 1480.00 GPM
03-08-2002 PAGE 1 SUBMITTAL SERIAL NO:2932HY4
La Costa Greens
Building #6 Carport .15/900
FLOW TEST RESULTS
Water Supply
STATIC 64.80 PSI
RESIDUAL 57.60 PSI @ 1480.00 GPM
CITY PRESSURE AVAILABLE AT 408.1 GPM
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K-FACTOR PRESSURE
101 22.13 18.25 5.60 15.62
102 20.24 18.25 5.60 13.06
103 19.31 18.25 5.60 11.89
104 19.05 18.25 5.60 11.57
105 21.22 18.25 5.60 14.36
106 19.39 18.25 5.60 11.99
107 18.50 18.25 5.60 10.92
108 18.25 18.25 5.60 10.62
64.14 PSI
TOTAL WATER REQUIRED FOR SYSTEM
OUTFLOWS AT 4
TOTAL WATER REQUIREMENT
PRESSURE REQUIRED AT 0
MAXIMUM PRESSURE UNBALANCE IN LOOPS
MAXIMUM VELOCITY FROM 15 TO 16
158.10 GPM
250.00 GPM
408.10 GPM
62.28 PSI
0.00 PSI
21.63 FPS
SUBMITTAL SERIAL NO:2932HY4 03-08-2002 PAGE 2
La Costa Greens
Building #6 Carport .15/900
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
104 108 1.080 L 10.00 C=120 PT 10.62 (108)
Q 18.25 F=0 F 0.00 PE 0.00
BN T 10.00 0.0953 PF 0.95
23 104DQ 19.05 1.080 L 5.25 C=120 PT 11.57 (104)
Q 37.30 F=T,E F 8.10 PE 0.32
BN T 13.35 0.3577 PF 4.78
PT 16.67 ( 23)
------------------
103 107 1.080 L 10.00 C=120 PT 10.92 (107)
Q 18.50 F=0 F 0.00 PE 0.00
BN T 10.00 0.0978 PF 0.98
22 103DQ 19.31 1.080 L 5.25 C=120 PT 11.90 (103)
Q 37.81 F=T,E F 8.10 PE 0.32
BN T 13.35 0.3669 PF 4.90
PT 17.12 ( 22)
------------------
102 106 1.080 L 10.00 C=120 PT 11.99 (106)
Q 19.39 F=0 F 0.00 PE 0.00
BN T 10.00 0.1067 PF 1.07
21 102DQ 20.24 1.080 L 5.25 C=120 PT 13.06 (102)
Q 39.63 F=T,E F 8.10 PE 0.32
EN T 13.35 0.4002 PF 5.34
PT 18.72 ( 21) ------------------
101 105 1.080 L 10.00 C=120 PT 14.36 (105)
Q 21.22 F=0 F 0.00 PE 0.00
BN T 10.00 0.1260 PF 1.26
20 101DQ 22.13 1.080 L 5.25 C=120 PT 15.62 (101)
Q 43.36 FT,E F 8.10 PE 0.32
EN T 13.35 0.4725 PF 6.31
PT 22.25 ( 20) ------------------
5 4 7.758 L 174.00 C=150 PT 61.88 ( 4)
Q 156.14 F=0 F 0.00 PE 0.00
LU T 174.00 0.0002 PF 0.03
6 7.758 L 415.00 C=150 PT 61.91 ( 5)
Q 156.14 F=GV,2EE/2EE F 60.40 PE 0.00
LU T 475.40 0.0002 PF 0.10
7 6 7.758 L 623.00 C=150 PT 62.01 ( 6)
Q 156.14 F=EE,GV,'EE,GV,2EE F 66.44 PE 0.00
LU T 689.44 0.0002 PF 0.14
SUBMITTAL SERIAL NO:2932HY4 03-08-2002 PAGE 3
La Costa Greens
Building #6 Carport .15/900
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
8 7 7.758 L 220.00 C=150 PT 62.15 ( 7)
Q 156.14 F=GV F 6.04 PE 0.00
LU T 226.04 0.0002 PF 0.05
3 8 7.758 L 158.00 C=150 PT 62.20 ( 8)
Q 156.14 F=GV,EE/GV,T F 78.57 PE 0.00
LU T 236.57 0.0002 PF 0,05
1 3 7.758 L 1.00 C=150 PT 62.25 ( 3)
Q 156.14 F0 F 0.00 PE 0.00
LU T 1.00 0.0002 PF 0.00
PT 62.25 ( 1)
2 4
------------------
7.758 L 596.00 C=150 PT 61.88 ( 4)
Q 251.96 F=T,GV,4EE/GV,2EE F 146.52 PE 0.00
LU T 742.52 0.0005 PF 0.37
1 2 7.758 L 1.00 C=150 PT 62.25 ( 2)
Q 251.96 F=0 F 0.00 PE 0.00
LU T 1.00 0.0005 PF 0.00
PT 62.25 ( 1)
22 23
------------------
1.728 L 12.17 C=120 PT 16.67 ( 23)
Q 37.30 F=0 F 0.00 PE 0.00
FM T 12.17 0.0363 PF 0.44
21 22DQ 37.81 1.728 L 12.17 C=120 PT 17.11 ( 22)
Q 75.12 F=0 F 0.00 PE 0.00
FM T 12.17 0.1324 PF 1.61
20 21DQ 39.63 1.728 L 12.17 C=120 PT 18.72 ( 21)
Q 114.75 F=0 F 0.00 PE 0.00
FM T 12.17 0.2900 PF 3.53
16 20DQ 43.36 1.728 L 41.50 C=120 PT 22.25 ( 20)
Q 158.10 F=T F 9.00 PE 0.00
FM T 50.50 0.5246 PF 26.49
15 16 1.728 L 11.50 C=120 PT 48.74 ( 16)
Q 158.10 F=2E F 7.40 PE 0.00
FM T 18.90 0.5246 PF 9.91
11 15 2.203 L 7.58 C=120 PT 58.65 ( 15)
Q 158.10 F=CV,E F 15.80 PE 3.28
FR T 23.38 0.1608 PF 3.76
SUBMITTAL SERIAL NO:2932HY4 03-08-2002 PAGE 4
La Costa Greens
Building #6 Carport .15/900
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
10 11 4.280 L 7.00 C=140 PT 65.69 ( 11)
Q 158.10 F=E F 17.92 PE 0.00
UN T 24.92 0.0048 PF 0.12
9 10 4.266 L 118.00 C=150 PT 65.81 ( 10)
Q 158.10 F=T/3E F 96.05 PE 0.00
UN T 214.05 0.0043 PF 0.92
4 9 4.266 L 79.00 C=150 PT 66.73 ( 9)
Q 158.10 F=T,GV,DDC/3E F 99.89 PE -20.37
UN T 178.89 0.0043 PF 0.77
4" Watts 909 RPDA 14.74
PT 47.13 ( 4) ------------------
0 1 7.758 L 1.00 C=150 PT 62.28 ( 1)
Q 408.10 F=0 F 0.00 PE 0.00
UN T 1.00 0.0013 PF 0.00
PT 62.28 ( 0)
LIFEGUARD FIRE PROTECTION, INC.
2605 TEMPLE HEIGHTS DR. STE: F, OCEANSIDE, CA 92056
(760) 806-9997 9 FAX (760) 806-4813
Hydraulic Design Information Sheet
Name: La Costa Greens Date: 03/24/04
Location: 1933 Dove Lane
Building: #6 System NO 2-head
Contractor: Lifeguard Fire Protection, Inc. Contract No.
Calculated By: Lifeguard Fire Protection, Inc Drawing No. FP7
Construction: 0 Combustible El Non-Combustible Ceiling Height 8'-O" Ft.
SYSTEM DESIGN
NFPA 13: El Light Hazard Ordinary Hazard Group El 1 0 2 El 3 El Extra Hazard
[1 NFPA 231 F] NFPA 231C: Figure: Curve:
El Other (Specify) S
ZSpecific Ruling Residential Made By Date
Area of Sprinkler Operation 2-head System Tvie
Density .10 Z Wet El Dry El. Deluge El Pre-Action
Area Per Sprinkler 20' x 20' Sprinkler or Nozzle
Hose Allowance GPM: Inside 0 Make Tyco Model LFII
Hose Allowance GPM: Outside Size 1/2" K-Factor: 4.9
Rack Sprinkler Allowance n/a Temperature Rating 155
CALCULATION SUMMARY
GPM Required 40.21 PSI Required 55.49 At City Connection
"C" Factor Used: Overhead 120 Underground 150
WATER SuPPlY
Water Flow Test Pump Data Tank or Reservoir
Date & Time 10/17/03 10:45am Rated Capacity n/a Capacity n/a
Static PSI 72 At PSI n/a Elevation n/a
Residual PSI 64 Elevation n/a
GPM Flowing 1480 Well
Elevation 190' Proof Flow n/a GPM
Location Point of connection at existing main in Dove Lane
Source of Information Carlsbad Fire Department
COMMODITY STORAGE
Commodity Class Location
- Storage Height Area Aisle Width
Storage Method: Solid Piled % Palletized % Rack
Rack
El Single Row El Conventional Pallet
El Double Row El Slave Pallet
El Multiple Row El Open
Flue Spacing In Inches
Longitudinal Transverse - Horizontal Barriers Provided
El Automatic Storage [1 Encapsulated
El Solid Shelving El Non-Encapsulated
Clearance From Top of Storage to Ceiling
Ft. In.
La Costa Greens Bldg #6 2-head caic Sigma Dynamics Corporation
7700 8uDolvl Demand GraDh
149
120----
I15------------- -I Margin
1W ____ ____ _____ _____ ______ ______ ______ Pressure 15.50 PSI
—j Flow 2199.63 GPM 105
100
80
76-
70
6-0
55
------- - 60.
45
40
35
1 3(
111
21 cc
200 400 600 800 1000 1200 1400 1600 1800 20
Water Flow (GPM)
System Demand..
Sprinkler Demand 49.29 PSI e 40.21 GPM
Additional Flows 0.00 GPM
Hose at Source 0.00 GPM
Total Demand 49.29 PSI e 40.21 GPM
Water Supply..
Static 64.80 PSI
Residual 57.60 PSI
Elevation 0.00 PSI
e 1480.00 GPM
SUBMITTAL SERIAL NO:2932HY4
La Costa Greens
Building #6 second floor 2-head calculation
20' x 20' spacing
FLOW TEST RESULTS
Water Supply
STATIC 64.80 PSI
RESIDUAL 57.60 PSI @ 1480.00 GPM
CITY PRESSURE AVAILABLE AT 40.2 GPM 64.79 PSI
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K-FACTOR PRESSURE
162 20.21 20.00 4.90 17.02
163 20.00 20.00 4.90 16.66
TOTAL WATER REQUIRED FOR SYSTEM 40.21 GPM
TOTAL WATER REQUIREMENT 40.21 GPM
PRESSURE REQUIRED AT 0 49.29 PSI
MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.00 PSI
MAXIMUM VELOCITY FROM 150 TO 151 13.55 FPS
03-08-2002 PAGE 1
SUBMITTAL SERIAL NO:2932HY4 03-08-2002 PAGE 2
La Costa Greens
Building #6 second floor 2-head calculation
20' x 20' spacing
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
161 163 1.101 L 13.00 C=150 PT 16.66 (163)
Q 20.00 F=DPV,E F 6.00 PE 0.00
AO T 19.00 0.0680 PF 1.29
PT 17.95 (161)
161
------------------
162 1.101 L 7.50 C=150 PT 17.02 (162)
Q 20.21 F=DPV,E F 6.00 PE 0.00
AO T 13.50 0.0694 PF 0.94
160 161DQ 20.00 1.101 L 2.50 C=150 PT 17.96 (161)
Q 40.21 F=T/E F 10.00 PE 0.22
BN1 T 12.50 0.2477 PF 3.10
152 160 1.101 L 33.00 C=150 PT 21.28 (160)
Q 40.21 F=E,DPV,4E/2DPV,E F 33.00 PE 0.00
BN1 T 66.00 0.2477 PF 16.35
------------------ PT 37.63 (152)
150 151 1.101 L 1.75 C=150 PT 44.67 (151)
Q 40.21 F=T/E F 10.00 PE 0.32
BN T 11.75 0.2477 PF 2.91
------------------ PT 47.90 (150)
5 4 7.758 L 174.00 C=150 PT 49.29 ( 4)
Q 15.23 F=0 F 0.00 PE 0.00
LU T 174.00 0.0000 PF 0.00
6 5 7.758 L 415.00 C=150 PT 49.29 ( 5)
Q 15.23 F=GV,2EE/2EE F 60.40 PE 0.00
LU T 475.40 0.0000 PF 0.00
7 6 7.758 L 623.00 C=150 PT 49.29 ( 6)
Q 15.23 F=EE,GV/EE,GV,2EE F 66.44 PE 0.00
LU T 689.44 0.0000 PF 0.00
8 7 7.758 L 220.00 C=150 PT 49.29 ( 7)
Q 15.23 F=GV F 6.04 PE 0.00 LU T 226.04 0.0000 PF 0.00
3 8 7.758 L 158.00 C=150 PT 49.29 ( 8)
Q 15.23 F=GV,EE/GV,T F 78.57 PE 0.00
LU T 236.57 0.0000 PF 0.00
1 3 7.758 L 1.00 C=150 PT 49.29 ( 3)
Q 15.23 F=0 F 0.00 PE 0.00
LU T 1.00 0.0000 PF 0.00
PT 49.29 ( 1)
SUBMITTAL SERIAL NO:2932HY4 03-08-2002 PAGE 3
La Costa Greens
Building #6 second floor 2-head calculation
20' x 20' spacing
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
2
------------------
4 7.758 L 596.00 C=150 PT 49.29 ( 4)
Q 24.98 F=T,GV,4EE/GV,2EE F 146.52 PE 0.00
LU T 742.52 0.0000 PF 0.00
1 2 7.758 L 1.00 C=150 PT 49.29 ( 2)
Q 24.98 F=0 F 0.00 PE 0.00
LU T 1.00 0.0000 PF 0.00
------------------ PT 49.29 ( 1)
151 152 1.101 L 10.00 C=150 PT 37.61 (152)
Q 40.21 F=DPV F 1.00 PE 4.33
FR]. T 11.00 0.2477 PF 2.72
PT 44.66 (151)
16
------------------
150 1.728 L 68.00 C=120 PT 47.91 (150)
Q 40.21 F=T F 9.00 PE 0.00
FM T 77.00 0.0417 PF 3.21
15 16 1.728 L 11.50 C=120 PT 51.12 ( 16)
Q 40.21 F=2E F 7.40 PE 0.00
FM T 18.90 0.0417 PF 0.79
11 15 2.203 L 7.58 C=120 PT 51.91 ( 15)
Q 40.21 F=CV,E F 15.80 PE 3.28
FR T 23.38 0.0128 PF 0.30
10 11 4.280 L 7.00 C=140 PT 55.49 ( 11)
Q 40.21 F=E F 17.92 PE 0.00
UN T 24.92 0.0004 PF 0.01
9 10 4.266 L 118.00 C=150 PT 55.50 ( 10)
Q 40.21 F=T/3E F 96.05 PE 0.00
UN T 214.05 0.0003 PF 0.06
4 9 4.266 L 79.00 C=150 PT 55.56 ( 9)
Q 40.21 F=T,GV,DDC/3E F 99.89 PE -20.37
UN T 178.89 0.0003 PF 0.05
4" Watts 909 RPDA 14.02
PT 35.24 ( 4)
0 3. 7.758 L 1.00 C=150 PT 49.29 ( 1) N
Q 40.21 F=0 F 0.00 PE 0.00
UN T 1.00 0.0000 PF 0.00
PT 49.29 ( 0)
LIFEGUARD FIRE PROTECTION, INC.
2605 TEMPLE HEIGHTS DR. STE: F, OCEANSIDE, CA 92056
(760) 806-9997 • FAX (760) 806-4813
Hydraulic Design Information Sheet
Name: La Costa Greens Date: 03/24/04
Location: 1933 Dove Lane
Building: #6 System No.
Contractor: Lifeguard Fire Protection, Inc. Contract No.
Calculated By: Lifeguard Fire Protection, Inc Drawing No.
Construction: X Combustible El Non-Combustible Ceiling Height
SYSTEM DESIGN
NFPA 13: 0 Light Hazard Ordinary Hazard Group
El NFPA 231 El NFPA 23 1C: Figure:
[I] Other (Specify)
- Li Specific Ruling Residential Made By Date
Area of Sprinkler Operation 1-head System Type
Density .10 Z Wet El Dry El Deluge El Pre-Action
Area Per Sprinider 18'x 18' Sprinkler or Nozzle
Hose Allowance GPM: Inside 0 Make Tyco Model LFII
Hose Allowance GPM: Outside Size 1/2" K-Factor: 4.9
Rack Sprinider Allowance n/a Temperature Rating 155
GPM Required 17.68 PSI Required 28.22 At City Connection
"C" Factor Used: Overhead 120 Underground 150
'LV N '.1.i U2ft'
Water Flow Test Pump Data Tank or Reservoir
Date & Time 10/17/03 10:45am Rated Capacity n/a Capacity n/a
Static PSI 72 At PSI n/a Elevation n/a
Residual PSI 64 Elevation n/a
GPM Flowing 1480 Well
Elevation 190' Proof Flow n/a GPM
Location Point of connection at existing main in Dove Lane
Source of Information Carlsbad Fire Department
I UKRUt
Commodity Class Location - Storage Height Area Aisle Width
Storage Method: Solid Piled % Palletized % Rack
1 2El3
Curve:
1-head
FP7
8'-O" Ft.
El Extra Hazard
Rack
El Single Row El Conventional Pallet
El Double Row 0 Slave Pallet
El Multiple Row El Open
Flue Spacing In Inches
Longitudinal Transverse
-
Horizontal Barriers Provided
0 Automatic Storage El Encapsulated
El Solid Shelving 0 Non-Encapsulated
Clearance From Top of Storage to Ceiling
Ft. In.
C.,
1111 a_a-a-a- 0000
OD o00 (000(0
r%ccr 14
to (1) IL a.
(0 (0 (0 (0
0) 0) 14 14
CD
IV 0
LA 0
Lw)co
'UwO c— Q.Li.
- 0 1
- - - N 1
- -- - ----------
1
C - --- - ------i
- ---- - -------
0
- - C --- - -
a e Ia 0 N ('1 - -
10 0 10 0 0 0) 0 10 0) CO a io 0 a to CD i'- - to 10 to a to a .o to CO a to ') 01 to a a 01
SUMITTAL SERIAL NO:2932HY4 03-08-2002 PAGE 1
La Costa Greens
Building #6 second floor 1-head calculation
FLOW TEST RESULTS
Water Supply
STATIC 64.80 PSI
RESIDUAL 57.60 PSI @ 1480.00 GPM
CITY PRESSURE AVAILABLE AT 17.7 GPM 64.80 PSI
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K-FACTOR PRESSURE
164 17.68 17.00 4.90 13.02
TOTAL WATER REQUIRED FOR SYSTEM 17.68 GPM
TOTAL WATER REQUIREMENT 17.68 GPM
PRESSURE REQUIRED AT 0 19.66 PSI
MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.00 PSI
MAXIMUM VELOCITY FROM 150 TO 151 5.96 FPS
SUBMITTAL SERIAL NO:2932HY4 03-08-2002 PAGE 2
La Costa Greens
Building #6 second floor 1-head calculation
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
160 164 1.101 L 13.00 C=150 PT 13.02 (164)
Q 17.68 F=DPV,2E F 11.00 PE 0.22
AO T 24.00 0.0542 PF 1.30
152 160 1.101 L 33.00 C=150 PT 14.54 (160)
Q 17.68 F=E,DPV,4E/2DPV,E F 33.00 PE 0.00
BN1 T 66.00 0.0542 PF 3.58
PT 18.12 (152)
150151 1.101 L 1.75 C=150 PT 23.04 (151)
Q 17.68 F=T/E F 10.00 PE 0.32
EN T 11.75 0.0542 PF 0.64
PT 24.00 (150) ------------------
7.758 L 174.00 C=150 PT 19.66 ( 4)
Q 6.06 F=0 F 0.00 PE 0.00
LU T 174.00 0.0000 PF 0.00
6 5 7.758 L 415.00 C=150 PT 19.66 ( 5)
Q 6.06 F=GV,2EE/2EE F 60.40 PE 0.00
LU T 475.40 0.0000 PF 0.00
7 6 7.758 L 623.00 C=150 PT 19.66 ( 6)
Q 6.06 F=EE,GV/EE,GV,2EE F 66.44 PE 0.00
LU T 689.44 0.0000 PF 0.00
8 7 7.758 L 220.00 C=150 PT 19.66 ( 7)
Q 6.06 F=GV F 6.04 PE 0.00
LU T 226.04 0.0000 PF 0.00
3 8 7.758 L 158.00 C=150 PT 19.66 ( 8)
Q 6.06 F=GV,EE/GV,T F 78.57 PE 0.00
LU T 236.57 0.0000 PF 0.00
1 3 7.758 L 1.00 C=150 PT 19.66 ( 3)
Q 6.06 F=0 F 0.00 PE 0.00
LU T 1.00 0.0000 PF 0.00
------------------ PT 19.66 ( 1)
2 4 7.758 L 596.00 C=150 PT 19.66 ( 4)
Q 11.62 F=T,GV,4EE/GV,2EE F 146.52 PE 0.00
LU T 742.52 0.0000 PF 0.00
/
1 2 7.758 L 1.00 C=150 PT 19.66 ( 2)
Q 11.62 F=0 F 0.00 PE 0.00
LU T 1.00 0.0000 PF 0.00
PT 19.66 ( 1)
SUBMITTAL SERIAL NO:2932HY4 03-08-2002 PAGE 3
La Costa Greens
Building #6 second floor 1-head calculation
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
151 152
------------------
1.101 L 10.00 C=150 PT 18.11 (152)
Q 17.68 F=DPV F 1.00 PE 4.33
FRi T 11.00 0.0542 PF 0.60
PT 23.04 (151)
16150
------------------
1.728 L 68.00 C=120 PT 24.00 (150)
Q 17.68 F=T F 9.00 PE 0.00
FM T 77.00 0.0091 PF 0.70
15 16 1.728 L 11.50 C=120 PT 24.70 ( 16)
Q 17.68 F=2E F 7.40 PE 0.00
FM T 18.90 0.0091 PF 0.17
11 15 2.203 L 7.58 C=120 PT 24.87 ( 15)
Q 17.68 F=CV,E F 15.80 PE 3.28
FR T 23.38 0.0028 PF 0.07
10 11 4.280 L 7.00 C=140 PT 28.22 ( 11)
Q 17.68 F=E F 17.92 PE 0.00
UN T 24.92 0.0001 PF 0.00
9 10 4.266 L 118.00 C=150 PT 28.22 ( 10)
Q 17.68 F=T/3E F 96.05 PE 0.00
UN T 214.05 0.0001 PF 0.02
4 9 4.266 L 79.00 C=150 PT 28.24 ( 9)
Q 17.68 F=T,GV,DDC/3E F 99.89 PE -20.37
UN T 178.89 0.0001 PF 0.02
4" Watts 909 RPDA 11.77
PT 7.89 ( 4)
0 1
------------------
7.758 L 1.00 C=150 PT 19.66 ( 1)
Q 17.68 F=0 F 0.00 PE 0.00
UN T 1.00 0.0000 PF 0.00
PT 19.66 ( 0)
LIFEGUARD FIRE PROTECTION, INC.
2605 TEMPLE HEIGHTS DR; STE: F, OCEANSIDE, CA 92056
(760) 806-9997 • FAX (760) 806-4813
Hydraulic Design Information Sheet
Name: La Costa Greens Date: 03/24/04
Location: 1929 Dove Lane
Building: #7 System No. Carport
Contractor: Lifeguard Fire Protection, Inc. Contract No.
Calculated By: Lifeguard Fire Protection, Inc Drawing No. FP7
Construction: Combustible U Non-Combustible Ceiling Height 8'-0" Ft.
SYSTEM DESIGN
NFPA 13: El Light Hazard Ordinary Hazard Group M 1 El 2 [1 3 Li Extra Hazard
0 NFPA 231 El NFPA 231C: Figure: Curve: El Other (Specify) Area reduced per NFPA 13 Section 7-2.3.2.4
El Specific Ruling. Made By Date
Area of Sprinkler Operation 900 sq ft System Type -
Density .15 JZ Wet El Dry El Deluge LI Pre-Action
Area Per Sprinkler 125 sq ft Sprinkler or Nozzle
Hose Allowance GPM: Inside 0 Make Tyco Model LFII
Hose Allowance GPM: Outside 250 Size 1/2" K-Factor: 4.9
Rack Sprinkler Allowance n/a Temperature Rating 155
CALCULATION SUMMARY
GPM Required 158.10 PSI Required 63.26 At City Connection
"C" Factor Used: Overhead 120 Underground 150
WATPR SuPPlY
Water Flow Test Pump Data Tank or Reservoir
Date & Time 10/17/03 10:45am Rated Capacity n/a Capacity n/a
Static PSI 72 At PSI n/a Elevation n/a
Residual PSI 64 Elevation n/a
GPM Flowing 1480 Well
Elevation 190' Proof Flow n/a GPM
Location Point of connection at existing main in Dove Lane
Source of Information Carlsbad Fire Department
COMMODITY STORAGE
Commodity Class Location - Storage Height Area Aisle Width
Storage Method: Solid Piled % Palletized % Rack
Rack
0 Single Row El Conventional Pallet
LI Double Row 0 Slave Pallet
0 Multiple Row LI Open
Flue Spacing In Inches
Longitudinal Transverse
Horizontal Barriers Provided
O Automatic Storage 0 Encapsulated
O Solid Shelving 0 Non-Encapsulated
Clearance From Top of Storage to Ceiling
Ft. In.
La Costa Greens Bldg #7 Carport .15/900 7700 Supply! Dmend Graph
Sigma Dynamic. Corporation
- - - -
20 - - - - - - ____ _____ ______ ______ _______ _______ ________ ________ ___________________
_j Margin 15
____ ____ _____ _____ ______ ______ _______ _______ I Pressure 4.86 PSI
Flow 874.96 GPM
05 - - - - - - ____ _____ ______ ______ _______ _______ ________ ________ ________ _________ 7--
0
95
90
85
75
ago --
so jis
1(Dy
iof
5
200 400 600 800 1000 1200
N1-86
1400 1600 1600 20
Water Flow (GPM)
System Demand..
Sprinkler Demand 58.93 PSI I 158.10 GPM
Additional Flows 250.00 GPM
Hose at Source 0.00 GPM
Total Demand 59.27 PSI 0 408.10 GPM
Water Supply..
Static 64.80 PSI
Residual 57.60 PSI
Elevation 0.00 PSI
I 1480.00 GPM
125
SUMITTAL SERIAL NO:2932HY4
La Costa Greens
Building #7 Carport .15/900
FLOW TEST RESULTS
Water Supply
STATIC 64.80 PSI
RESIDUAL 57.60 PSI @ 1480.00 GPM
CITY PRESSURE AVAILABLE AT 408.1 GPM
03-09-2002 PAGE 1
64.14 PSI
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K-FACTOR PRESSURE
101 22.13 18.25 5.60 15.62
102 20.24 18.25 5.60 13.06
103 19.31 18.25 5.60 11.89
104 19.05 18.25 5.60 11.57
105 21.22 18.25 5.60 14.36
106 19.39 18.25 5.60 11.99
107 18.50 18.25 5.60 10.92
108 18.25 18.25 5.60 10.62
TOTAL WATER REQUIRED FOR SYSTEM
OUTFLOWS AT 4
TOTAL WATER REQUIREMENT
PRESSURE REQUIRED AT 0
MAXIMUM PRESSURE UNBALANCE IN LOOPS
MAXIMUM VELOCITY FROM 16 TO 20
158.10 GPM
250.00 GPM
408.10 GPM
59.27 PSI
0.00 PSI
21.63 FPS
SUBMITTAL SERIAL NO:2932HY4 03-09-2002 PAGE 2
La Costa Greens
Building #7 Carport .15/900
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
104 108 1.080 L 10.00 C=120 PT 10.62 (108)
Q 18.25 F=0 F 0.00 PE 0.00
BN T 10.00 0.0953, PF 0.95
23 104DQ 19.05 1.080 L 5.25 C=120 PT 11.57 (104)
Q 37.30 F=T,E F 8.10 PE 0.32
BN T 13.35 0.3577 PF 4.78
PT 16.67 ( 23)
103
------------------
107 1.080 L 10.00 C=120 PT 10.92 (107)
Q 18.50 F=0 F 0.00 PE 0.00
BN T 10.00 0.0978 PF 0.98
22 103DQ 19.31 1.080 L 5.25 C120 PT 11.90 (103)
Q 37.81 F=T,E F 8.10 PE 0.32
EN T 13.35 0.3669 PF 4.90
PT 17.12 ( 22)
102
------------------
106 1.080 L 10.00 C=120 PT 11.99 (106)
Q 19.39 F=0 F 0.00 PE 0.00
EN T 10.00 0.1067 PF 1.07
21 102DQ 20.24 1.080 L 5.25 C=120 PT 13.06 (102)
Q 39.63 F=T,E F 8.10 PE 0.32
BN T 13.35 0.4002 PF 5.34
PT 18.72 ( 21)
101
------------------
105 1.080 L 10.00 C=120 PT 14.36 (105)
Q 21.22 F=0 F 0.00 PE 0.00
BN T 10.00 0.1260 PF 1.26
20 101DQ 22.13 1.080 L 5.25 C=120 PT 15.62 (101)
Q 43.36 F=T,E F 8.10 PE 0.32
BN T 13.35 0.4725 PF 6.31
------------------ PT 22.25 ( 20)
5 4 7.758 L 174.00 C=150 PT 58.86 ( 4)
Q 156.14 F=0 F 0.00 PE 0.00
LU T 174.00 0.0002 PF 0.03
6 5 7.758 L 415.00 C=150 PT 58.89 ( 5)
Q 156.14 F=GV,2EE/2EE F 60.40 PE 0.00
LU T 475.40 0.0002 PF 0.10
7 6 7.758 L 623.00 C=150 PT 58.99 ( 6)
Q 156.14 F=EE,GV/EE,GV,2EE F 66.44 PE 0.00 LU T 689.44 0.0002 PF 0.14
SUBMITTAL SERIAL NO:2932HY4 03-09-2002 PAGE 3
La Costa Greens
Building #7 Carport .15/900
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
8 7 7.758 L 220.00 C=150 PT 59.13 ( 7)
Q 156.14 F=GV F 6.04 PE 0.00
LU T 226.04 0.0002 PF 0.05
3 8 7.758 L 158.00 C=150 PT 59.18 ( 8)
Q 156.14 F=GV,EE/GV,T F 78.57 PE 0.00
LU T 236.57 0.0002 PF 0.05
1 3 7.758 L 1.00 C=150 PT 59.23 ( 3)
Q 156.14 F=0 F 0.00 PE 0.00
LU T 1.00 0.0002 PF 0.00
PT 59.23 ( 1)
2
------------------
4 7.758 L 596.00 C=150 PT 58.86 ( 4)
Q 251.96 F=T,GV,4EE/GV,2EE F 146.52 PE 0.00
LU T 742.52 0.0005 PF 0.37
1 2 7.758 L 1.00 C=150 PT 59.23 ( 2)
Q 251.96 F=0 F 0.00 PE 0.00
LU T 1.00 0.0005 PF 0.00
PT 59.23 ( 1)
22
------------------
23 1.728 L 12.17 C=120 PT 16.67 ( 23)
Q 37.30 F=0 F 0.00 PE 0.00
FM1 T 12.17 0.0363 PF 0.44
21 22DQ 37.81 1.728 L 12.17 C120 PT 17.11 ( 22)
Q 75.12 F=0 F 0.00 PE 0.00
FM1 T 12.17 0.1324 PF 1.61
20 21DQ 39.63 1.728 L 12.17 C=120 PT 18.72 ( 21)
Q 114.75 F=0 F 0.00 PE 0.00
FM1 T 12.17 0.2900 PF 3.53
16 20DQ 43.36 1.728 L 36.00 C=120 PT 22.25 ( 20)
Q 158.10 F=T F 9.00 PE 0.00
FM1 T 45.00 0.5246 PF 23.61
15 16 2.203 L 50.00 C=120 PT 45.86 ( 16)
Q 158.10 F=3E F 14.40 PE 0.00
FM T 64.40 0.1608 PF 10.36
11 15 2.203 L 7.58 C=120 PT 56.22 ( 15)
Q 158.10 F=CV,E F 15.80 PE 3.28
FR T 23.38 0.1608 PF 3.76
SUBMITTAL SERIAL NO:2932HY4 03-09-2002 PAGE 4
La Costa Greens
Building #7 Carport .15/900
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
10 11 4.280 L 7.00 C=140 PT 63.26 ( 11)
Q 158.10 F=E F 17.92 PE 0.00
UN T 24.92 0.0048 PF 0.12
9 10 4.26,6 L 24.00 C=150 PT 63.38 ( 10)
Q 158.10 F=T/E F 57.63 PE 0.00
UN T 81.63 0.0043 PF 0.35
4 9 4.266 L 79.00 C=150 PT 63.73 ( 9)
Q 158.10 F=T,GV,DDC/3E F 99.89 PE -20.37
UN T 178.89 0.0043 PF 0.77
4" Watts 909 RPDA 14.74
PT 44.13 ( 4)
0 1 7.758 L 1.00 C=150 PT 59.27 C 1)
Q 408.10 F=0 F 0.00 PE 0.00
UN T 1.00 0.0013 PF 0.00
PT 59.27 ( 0)
LIFEGUARD FIRE PROTECTION, INC.
2605 TEMPLE HEIGHTS DR. STE: F, OCEANSIDE, A 92056
(760) 806-9997 9 FAX (760) 806-4813
Hydraulic Design Information Sheet
Name: La Costa Greens Date: 03/24A)4
Location: 1929 Dove Lane
Building: #7 System No. 2 -head
Contractor: Lifeguard Fire Protection, Inc. Contract No.
Calculated By: Lifeguard Fire Protection, Inc Drawing No.
- P7
Construction: 0 Combustible [1 Non-Combustible Ceiling Height Ft.
SYSTEM DESIGN
NFPA 13: D Light Hazard Ordinary Hazard Group D 1 [1
[1 NFPA 231 1] NFPA 231C: Figure:
[J Other (Specify)
Specific Ruling Residential Made By
2 0 3
Curve:
1] Extra Hazard
Date,
Area of Sprinkler Operation 2-head
Density .10
Area Per Sprinkler 20' x 20'
Hose Allowance GPM: Inside 0
Hose Allowance GPM: Outside
Rack Sprinkler Allowance n/a
System Tvpi
ro Wet E] Dry [1 Deluge
Sprinkler or Nozzle
Make Tyco Model
Size 1/2" K-Factor: 49
Temperature Rating 155
0 Pre-Action
LFII
CALCULATION SUMMARY
GPM Required 40.21
"C" Factor Used:
PSI Required 55.27
Overhead 120
At City Co
Underground
nection
150
WATFPcTTPPIV
Water Flow Test
Date & Time 10/17/03 10:45am
Static PSI 72
Residual PSI 64
GPM Flowing 1480
Elevation 190'
Pump Data
Rated Capacity n/a
At PSI n/a
Elevation n/a
Tank
Proof Flow i /a
Capacity n/a
or Reservoir
Elevation n/._________________
Well
GPM
Location Point of connection at existing main in Dove Lane
Source of Information Carlsbad Fire Department
UMMU UI! Y S I UKAUt
Commodity Class Location
Storage Height Area Aisle Width
Storage Method: Solid Piled % Palletized % Rack
Rack
O Single Row 0 Conventional Pallet
0 Double Row [] Slave Pallet
0 Multiple Row Open
Flue Spacing In Inches
Longitudinal Transverse
Horizontal Barriers Provided
O Automatic Storage [I] Ei
[II] Solid Shelving 0 N
Ft. I In.
La Costa Greens Bldg #7 2-head caic Sigma Dynamics Corporation
7700 Aunn1w I Ommand Granh
ILU -
120 - - - - - - __ ___ ___ ___ ___ ____ ____ ____ _______________
15 -I Margin - - - - - -
____ ____ _____ _____ ______ ______ _______ _______ Pressure 15.76 PSI
Flow 2219.77 GPM IOE
00
95 - - - - - -
90 -
75
70
65.
6c •
• _________
45
40
35
31
2
2j
7 :TF-Iii 200 400 600 800 1000 1200 1400 1600 1800 20'
Water Flow (GPM)
System Demand..
Sprinkler Demand
Additional Flows
Hose at Source
Total Demand
49.03 PSI
49.03 PSI
& 40.21 GPM
0.00 GPM
0.00 GPM
40.21 GPM
Water Supply..
Static 64.80 PSI
Residual 57.60 PSI
Elevation 0.00 PSI
1480.00 GPM
SUBMITTAL SERIAL NO:2932HY4 03-09-2002 PAGE 1.
La Costa Greens
Building #7 second floor 2-head calculation
20' x 20' Spacing
FLOW TEST RESULTS
Water Supply
STATIC 64.80 PSI
RESIDUAL 57.60 PSI @ 1480.00 GPM
CITY PRESSURE AVAILABLE AT 40.2 GPM 64.79 PSI
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K-FACTOR PRESSURE
162 20.00 20.00 4.90 16.66
163 20.21 20.00 4.90 17.02
TOTAL WATER REQUIRED FOR SYSTEM 40.21 GPM
TOTAL WATER REQUIREMENT 40.21 GPM
PRESSURE REQUIRED AT 0 49.03 PSI
MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.00 PSI
MAXIMUM VELOCITY FROM 150 TO 151 13.55 FPS
SUBMITTAL SERIAL NO:2932HY4 03-09-2002 PAGE 2
La Costa Greens
Building #7 second floor 2-head calculation
201 x 20' Spacing
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
161 162 1.101 L 13.00 C=150 PT 16.66 (162)
Q 20.00 F=DPV,E F 6.00 PE 0.00
AO T 19.00 0.0680 PF 1.29
PT 17.95 (161) ------------------
161 163 1.101 L 7.50 C=150 PT 17.02 (163)
Q 20.21 F=DPV,E F 6.00 PE 0.00
AO T 13.50 0.0694 PF 0.94
160 161DQ 20.00 1.101 L 2.50 C=150 PT 17.96 (161)
Q 40.21 F=T/E F 10.00 PE 0.22
BNl T 12.50 0.2477 PF 3.10
152 160 1.101 L 33.00 C=150 PT 21.28 (160)
Q 40.21 F=E,DPV,4E/2DPV,E F 33.00 PE 0.00
BN1 T 66.00 0.2477 PF 16.35
PT 37.63 (152) ------------------
150 151 1.101 L 1.75 C=150 PT 44.67 (151)
Q 40.21 F=T/E F 10.00 PE 0.32
BN T 11.75 0.2477 PF 2.91
--
PT 47.90 (150)
5 4 - 7.758 L 174.00 C=150 PT 49.03 ( 4)
Q 15.23 F=0 F 0.00 PE 0.00
LU T 174.00 0.0000 PF 0.00
6 5 7.758 L 415.00 C=150 PT 49.03 ( 5)
Q 15.23 F=GV,2EE/2EE F 60.40 PE 0.00
LU T 475.40 0.0000 PF 0.00
7 6 7.758 L 623.00 C=150 PT 49.03 ( 6)
Q 15.23 F=EE,GV/EE,GV,2EE F 66.44 PE 0.00
LU T 689.44 0.0000 PF 0.00
8 7 7.758 L 220.00 C=150 PT 49.03 ( 7) Q 15.23 F=GV F 6.04 PE 0.00
LU T 226.04 0.0000 PF 0.00
3 8 7.758 L 158.00 C=150 PT 49.03 ( 8) Q 15.23 F=GV,EE/GV,T F 78.57 PE 0.00 LU T 236.57 0.0000 PF 0.00
1 3 7.758 L 1.00 C=150 PT 49.03 ( 3) Q 15.23 F=0 F 0.00 PE 0.00 LU T 1.00 0.0000 PF 0.00
PT 49.03 ( 1)
SUBMITTAL SERIAL NO:2932HY4 03-09-2002 PAGE 3
La Costa Greens
Building #7 second floor 2-head calculation
20' x 20' Spacing
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
2 4 7.758 L 596.00 C=150 PT 49.03 ( 4)
Q 24.98 F=T,GV,4EE/GV,2EE F 146.52 PE 0.00
LU T 742.52 0.0000 PF 0.00
1 2 7.758 L 1.00 C=150 PT 49.03 ( 2)
Q 24.98 F=0 F 0.00 PE 0.00
LU T 1.00 0.0000 PF 0.00
PT 49.03 ( 1)
151
------------------
152 1.101 L 10.00 C=150 PT 37.62 (152)
Q 40.21 F=DPV F 1.00 PE 4.33
FRi T 11.00 0.2477 PF 2.72
------------------ PT 44.67 (151)
L6 150 1.728 L 62.00 C=120 PT 47.91 (150)
Q 40.21 F=T F 9.00 PE 0.00
FM1 T 71.00 0.0417 PF 2.96
15 16 2.203 L 50.00 C=120 PT 50.87 ( 16)
Q 40.21 F=3E F 14.40 PE 0.00
FM T 64.40 0.0128 PF 0.82
11 15 2.203 L 7.58 C=120 PT 51.69 ( 15)
Q 40.21 F=CV,E F 15.80 PE 3.28
FR T 23.38 0.0128 PF 0.30
10 11 4.280 L 7.00 C=140 PT 55.27 ( 11)
Q 40.21 F=E F 17.92 PE 0.00
UN T 24.92 0.0004 PF 0.01
9 10 4.266 L 24.00 C=150 PT 55.28 ( 10)
Q 40.21 F=T/E F 57.63 PE 0.00
UN T 81.63 0.0003 PF 0.02
4 9 4.266 L 79.00 C=150 PT 55.30 ( 9)
Q 40.21 F=T,GV,DDC/3E F 99.89 PE -20.37
UN T 178.89 0.0003 PF 0.05
4" Watts 909 RPDA 14.02
------------------ PT 34.98 ( 4)
0 1 7.758 L 1.00 C=150 PT 49.03 ( 1)
Q 40.21 F=0 F 0.00 PE 0.00
UN T 1.00 0.0000 PF 0.00
PT 49.03 ( 0)
LIFEGUARD FIRE PROTECTION, INC.
2605 TEMPLE HEIGHTS DR. STE: F, OCEANSIDE, CA 92056
(760) 806-9997 • FAX (760) 806-4813
Hydraulic Design Information Sheet
Name: La Costa Greens Date: 03/24/04
Location: f929F Dove Lane
Building: #7 System No. 1-head
Contractor: Lifeguard Fire Protection, Inc. Contract No.
Calculated By: Lifeguard Fire Protection, Inc Drawing No. FP7
Construction: Combustible LI Non-Combustible Ceiling Height 8'-0" Ft.
SYSTEM DESIGN
NFPA 13: LI Light Hazard Ordinary Hazard Group
[I] NFPA 231 LI NFPA 23 1C: Figure:
[] Other (Specify)
Specific Ruling Residential Made By
1 LI 2 LI 3 LI Extra Hazard
Curve:
Date
Area of Sprinkler Operation 1-head System Type
Density .10 Z Wet LI Dry LI Deluge LI Pre-Action
Area Per Sprinkler 18' x 18' Sprinkler orNozzle
Hose Allowance GPM: Inside 0 V Make Tyco Model LF1I
Hose Allowance GPM: Outside Size 1/2" K-Factor: 4.9
Rack Sprinkler Allowance n/a Temperature Rating 155
CALCULATION SUMMARY
GPM Required 17.68 PSI Required 28.18 At City Connection
"C" Factor Used: V Overhead 120 Underground 150
'L'd I VANII
Water Flow Test Pump Data Tank or Reservoir
Date & Time 10/17/03 10:45am Rated Capacity n/a Capacity n/a
Static PSI 72 At PSI n/a Elevation n/a
Residual PSI 64 Elevation n/a
GPM Flowing 1480 well
Elevation 190' Proof Flow n/a GPM
Location Point of connection at existing main in Dove Lane
V
Source of Information Carlsbad Fire Department
COMMOUflY STORAOE
Commodity Class Location - Storage Height Area Aisle Width
Storage Method: Solid Piled % Palletized % Rack
Rack
LI Single Row LI Conventional Pallet
LI Double Row LI Slave Pallet
LI Multiple Row LI Open
Flue Spacing In Inches
Longitudinal Transverse -
Horizontal Barriers Provided
0 Automatic Storage LI Encapsulated
LI Solid Shelving LI Non-Encapsulated
Clearance From Top of Storage to Ceiling
Ft. In.
La Costa Greens bldg #7 1-head cab Sigma Dynemlo. Corporation 7700 Supply I Demand Graph
20
IS —j Margin - - - - - -
u.' I Pressure 45.20 PSI
Flow 3973.21 GPM
____ ____ _____ ______ ______ ______ ______ _______
05
DO
95 ----
DO
85
BC
zz
50
46
40
WO 400 600 800 1000 1200 1400 ______________________ 1600
N16
1800 20
Water Flow (GPM)
System Demand..
Sprinkler Demand
Additional Flows
Hose at Source
Total Demand
19.60 PSI
19.60 PSI
17.68 GPM
0.00 GPM
0.00 GPM
0 17.68 GPM
Water Supply..
Static 64.80 PSI
Residual 57.60 PSI
Elevation 0.00 PSI
1480.00 GPM
SUBMITTAL SERIAL NO:2932HY4 03-09-2002 PAGE 1
La Costa Greens
Building #7 second floor 1-head calculation
FLOW TEST RESULTS
Water Supply
STATIC 64.80 PSI
RESIDUAL 57.60 PSI @ 1480.00 GPM
CITY PRESSURE AVAILABLE AT 17.7 GPM 64.80 PSI
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K-FACTOR PRESSURE
164 17.68 17.00 4.90 13.02
TOTAL WATER REQUIRED FOR SYSTEM 17.68 GPM
TOTAL WATER REQUIREMENT 17.68 GPM
PRESSURE REQUIRED AT 0 19.60 PSI
MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.00 PSI
MAXIMUM VELOCITY FROM 150 TO 151 5.96 FPS
SUBMITTAL SERIAL NO:2932HY4 03-09-2002 PAGE 2
La Costa Greens
Building #7 second floor 1-head calculation
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
160 164 1.101 L 13.00 C=150 PT 13.02 (164)
Q 17.68 F=DPV/2E F 11.00 PE 0.22
AO T 24.00 0.0542 PF 1.30
152 160 1.101 L 33.00 C=150 PT 14.54 (160)
Q 17.68 F=E,DPV,4E/2DPV,E F 33.00 PE 0.00
BN1 T 66.00 0.0542 PF 3.58
PT 18.12 (152)
150 151
------------------
1.101 L 1.75 C=150 PT 23.04 (151)
Q 17.68 F=T/E F 10.00 PE 0.32
BN T 11.75 0.0542 PF 0.64
------------------ PT 24.00 (150)
5 4 7.758 L 174.00 C=150 PT 19.60 C 4)
Q 6.06 F=0 F 0.00 PE 0.00
LU T 174.00 0.0000 PF 0.00
6 5 7.758 L 415.00 C=150 PT 19.60 ( 5)
Q 6.06 F=GV,2EE/2EE F 60.40 PE 0.00
LU T 475.40 0.0000 PF 0.00
7 6 7.758 L 623.00 C=150 PT 19.60 ( 6)
Q 6.06 F=EE,GV/EE,GV,2EE F 66.44 PE 0.00
LU T 689.44 0.0000 PF 0.00
8 7 7.758 L 220.00 C=150 PT 19.60 ( 7)
Q 6.06 F=GV F 6.04 PE 0.00
LU T 226.04 0.0000 PF 0.00
3 8 7.758 L 158.00 C=150 PT 19.60 ( 8)
Q 6.06 F=GV,EE/GV,T F 78.57 PE 0.00
LU T 236.57 0.0000 PF 0.00
1 3 7.758 L 1.00 C=150 PT 19.60 ( 3)
Q 6.06 F=0 F 0.00 PE 0.00
LU T 1.00 0.0000 PF 0.00
PT 19.60 ( 1)
2 4 7.758 L 596.00 C=150 PT 19.60 ( 4)
Q 11.62 F=T,GV,4EE/GV,2EE F 146.52 PE 0.00 LU T 742.52 0.0000 PF 0.00
1 2 7.758 L 1.00 C=150 PT 19.60 ( 2) Q 11.62 F=0 F 0.00 PE 0.00 LU T 1.00 0.0000 PF 0.00
PT 19.60 ( 1)
SUBMITTAL SERIAL NO:2932HY4 03-09-2002 PAGE 3
La Costa Greens
Building #7 second floor 1-head calculation
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
151 152
------------------
1.101 L 10.00 C=150 PT 18.11 (152)
Q 17.68 F=DPV F 1.00 PE 4.33
FRi T 11.00 0.0542 PF 0.60
------------------ PT 23.04 (151)
16 150 1.728 L 62.00 C=120 PT 24.00 (150)
Q 17.68 F=T F 9.00 PE 0.00
FM1 T 71.00 0.0091 PF 0.65
15 16 2.203 L 50.00 C=120 PT 24.65 ( 16)
Q 17.68 F=3E F 14.40 PE 0.00
FM T 64.40 0.0028 PF 0.18
11 15 2.203 L 7.58 C=120 PT 24.83 ( 15)
Q 17.68 F=CV,E F 15.80 PE 3.28
FR T 23.38 0.0028 PF 0.07
10 11 4.280 L 7.00 C=140 PT 28.18 ( 11)
Q 17.68 F=E F 17.92 PE 0.00
UN T 24.92 0.0001 PF 0.00
9 10 4.266 L 24.00 C=150 PT 28.18 ( 10)
Q 17.68 F=T/E F 57.63 PE 0.00
UN T 81.63 0.0001 PF 0.01
4 9 4.266 L 79.00 C=150 PT 28.19 ( 9)
Q 17.68 F=T,GV,DDC/3E F 99.89 PE -20.37
UN T 178.89 0.0001 PF 0.02
4" Watts 909 RPDA 11.77
PT 7.84 ( 4)
0 1 7.758 L 1.00 C=150 PT 19.60 ( 1)
Q 17.68 F=0 F 0.00 PE 0.00 UN T 1.00 0.0000 PF 0.00
PT 19.60 ( 0)
LIFEGUARD FIRE PROTECTION, INC.
2605 TEMPLE HEIGHTS DR. STE: F, OCEANSIDE, CA 92056
(760) 806-9997 • FAX (760) 806-4813
Hydraulic Design Information Sheet
Name: La Costa Greens Date: 03/24/04
Location: 1925 Dove Lane
Building: #8 System No. Carport
Contractor: Lifeguard Fire Protection, Inc. Contract No.
Calculated By: Lifeguard Fire Protection, Inc Drawing No. FP8
Construction: N Combustible El Non-Combustible Ceiling Height 8'-O" Ft.
SYSTEM DESIGN
NFPA 13: [1 Light Hazard Ordinary Hazard Group
0 NFPA 231 [1 NFPA 23 1C: Figure:
[I] Other (Specify) Area reduced per NFPA 13 Section 7-2.3.2.4
[1 Specific Ruling Made By
102 El 3 Extra Hazard
Curve:
Date
Area of Sprinkler Operation 900 sq ft System Type -
Density .15 Wet El Dry El Deluge [1 Pre-Action
Area Per Sprinkler 125 sq ft Sprinkler or Nozzle
Hose Allowance GPM: Inside 0 Make Tyco Model LFII
Hose Allowance GPM: Outside 250 Size 1/2" K-Factor: 4.9
Rack Sprinkler Allowance n/a Temperature Rating 155
LtSIJJ. I
GPM Required 156.21 PSI Required 65.71 At City Connection
"C" Factor Used: Overhead 120 Underground 150
AMA I WAN II !J !J WA
Water Flow Test Pump Data Tank or Reservoir
Date & Time 10/17/03 1045am Rated Capacity n/a Capacity n/a
Static PSI 72 At PSI n/a Elevation n/a
Residual PSI 64 Elevation n/a
GPM Flowing 1480 Well
Elevation 190' Proof Flow n/a GPM
Location Point of connection at existing main in Dove Lane
Source of Information Carlsbad Fire Department
A-110V b!. Iii PJUW&.1 II) 1..1[I1
Commodity --
Storage Height
Storage Method: Solid Piled
Class
Area
% Palletized
Location
-
Aisle Width
% Rack
Rack
El Single Row 0 Conventional Pallet
0 Double Row 0 Slave Pallet
El Multiple Row El. Open
Flue Spacing In Inches
Longitudinal . Transverse
-
Horizontal Barriers Provided
0 Automatic Storage El Encapsulated
0 Solid Shelving El Non-Encapsulated
Clearance From To of Storage to Ceiling
Ft. In.
igma Dynamics Corporation La Costa Greens Bldg #8 Carport 15/900 7700 Supply I Demand Graph
12
:Margin
II) ] Pressure 1.70 PSI
Flow GPM _4O4.69
1 0
i IIIIIi __JiiiiiiIJiIiii IIITE - -
400 60CF 1000 1200 1400 1600 1000 2000
Water Flow (GPM)
system Demand.. Water Supply..
pr1k1er Demand 62.10 PSI @ 156.21 GPM Static 64.80 PSI
dcUtIona1 Flows 250.00 GPM Residual 57.60 PSI a 1480.00 GPM
Hose at Source 0.00 GPM Elevation 0.00 PSI
lotal Demand 62.44 PSI € 406.21 GPM
SUBMITTAL SERIAL NO:2932HY4
La Costa Greens
Building #8 Carport .15/900
FLOW TEST RESULTS
Water Supply
STATIC 64.80 PSI
RESIDUAL 57.60 PSI @ 1480.00 GPM
CITY PRESSURE AVAILABLE AT 406.2 GPM
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL. MINIM.
SPR, FLOW; FLOW K-FACTOR PRESSURE
101 20.59 18.75 5.60 13.52
102 1.9.96 1.8.75 5.60 12.70
103.19.65. 18.75 5.601 12.32
104 19.57 18.75 5.60 12.21
105 19.74 18.75 5.60 12.42
106 19.12 18...75 5.60 11.66
107 18.83 18.75 5.60 11.31
108 18.75 18.75 5.60 11.21
03-09-2002 PAGE 1
64.14 PSI
TOTAL WATER. REQUIRED FOR SYSTEM
OUTFLOWS AT 4
TOTAL WATER REQUIREMENT
PRESSURE REQUIRED AT 0
MAXIMUM PRESSURE UNBALANCE IN LOOPS
MAXIMUM VELOCITY FROM 20 T0101
1516.21. GPM
250.00: GPM
406.21 GPM
62.44 PSI
0.00 PSI
14. 12 FPS
SUBMITTAL SERIAL NO:2932HY4 03-09-2002 PAGE 2
La Costa Greens
Building #8 carport .15/900
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From. To GPM IN Devices Ft. PSI/Ft. PSI
104 108 1.080 L 10.00 C=120 PT 11.21 (108)
Q 18.75 F=0 F 0.00 PE 0.00
BN T 10.00 0.1002 PP 1.00
23 104DQ 19.57 1.080 L 5.25 C=120 PT 12.21 (104)
Q 38.32 F=T,E F 8.10 PE 0.32
BN T 13.35 0.3760 PF 5.02
PT 17.55 ( 23)
103107 -- 1.080 L 10.00 C=120 PT 11.31 (107)
Q 18.83 F=0 F 0.00 PE 0.00
BN T 10.00: 0.1010 PF 1.01
22 103DQ 19.65 1.080 L 5.25 C=120 PT 12.32 (103)
Q 38.49 F=T,E F 8.10 PE 0.32
BN T 13.3.5 0.3790 PF 5.06
PT 17.70 ( 22)
102 106 1.080 L 10.00 C=120 PT 11.66 (106)
Q 19.12 F0 F 0.00 PE 0.00
EN T 10.00 0.1039 PF 1.04
21 102DQ 19.96 1.080 L 5.25 C=120 PT 12.70 (102)
Q 39.08 F=T,E F 8.10 PE 0.32
BN T 13.35 0.3900 PF 5.21
PT 18.23 ( 21)
101 105 1.080 L 10.00 C=120 PT 12.42 (105)
Q 19.74 F=0 F 0.00 PE 0.00
BN T 10.00 0.1102 PF 1.10
20 101DQ 20.59 1.080 L 5.25 C120 PT 13.52 (101)
Q 40.33 F=T,E F 8.10 PE 0.32 EN T 13.35 0.4133 PF 5.52
PT 19.36 ( 201
5 4 7.758 L 174.00 C=150 PT 62.03 ( 4)
Q 155.42 F=0 F 0.00 PE 0.00
LU T 174.00 0.0002 PF 0.03
6 5 7.758 L 415.00 C=150 PT 52.06 ( 511
Q 155.42 F=GV,2EE/2EE F 60.40 PE 0.00 LU T 475.40 0.0002 PF 0.10
7 6 7.758 L 623.00 C=150 PT 62.16 ( 6)
Q 155.42 F=EE,GV/EE,Gv,2EE F 66.44 PE 0.00 LU T 689.44 0.0002 PF 0.14
SUBMITTAL SERIAL NO:2932HY4 03-09-2002 PAGE 3
La Costa Greens
Building #8 Carport .15/900
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM, IN Devices Ft PSI/Ft PSI
8 7 7.758 L 220.00 C=150 PT 62.30 ( 71
Q 155.42 F=GV F 6.04 PE 0.00
LU T 226.04 0.0002 PF 0.05
3 8 7.758 L 158.00 C150 PT 62.35 ( 8)
Q 155.42 F=GV,BB/GV,T F 78.57 PE 0.00
LU T 236.57 0.0002 PF 0.05
1 3 7.758 L 1.00 C150 PT 62.40 ( 3)
0 155.42 F=0 F 0.00 PE 0.00
LU T 1.00 0.0002 PP 0.00
------------------ PT 62.40 ( 1)
2 4 7758 L 596.00 C=150 PT 62.03 ( 4)
Q 250.79 FT,GV,4EE/GV,2EE F 146.52 PB 0.00
LU T 742.52 0.0005 PF 0.37
1 2 7.758 L 1.00 C=150 PT 62.40 ' 2)
Q 250.79 F=0 F 0.00 PE 0.00
LU T 1.00 0.0005 PP 0.00
PT 62.40 ( 1)
22 23 2.203 L 12.50 C=120 PT 17.56 C 23)
Q 38.32 F=0 F 0.00 PB 0.00
FM T 12.50 0.0117 PF 0.15
21 22DQ 38.49 2.203 L 12.50 Cr120 PT 17,71 ( 22)
Q 76.81 F=0 F 0.00 PE 0.00
FM T 12.50 0.0423 PF 0.53
20 21DQ 39.08 2.203 L 12.50 0120 PT 18.2:4 C 21)
Q 115.89 F=0 F 0.00 PE 0.00
FM T 12.50 0.0905 PP 1.13
18 20DQ 40.33 2.203 L 90.00 C=120 PT 19.37 ( 20)
Q 156.21 F=T,8E/T F 61.60 PE -0.87 FM T 151.60 0.1572 PF 23.83
17 18 2.203 L 63.00 C=120 PT 4233 18) Q 156.21 F=T/T F 23.20 PE 0.00
FM T 86.20 0.1572 PF 13.55
16 17 3.314 L 20.00 C=12(D PT 55.88 ( 17)
Q 156.21 F=EE F 58.40 PE 0.87
FM T 78.40 0.0215 PF 1.69
SUBMITTAL SERIAL NO:2932HY4 03-09-2002 PAGE 4
La Costa .Greens
Building #8 Carport .15/900
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
15 16 3.314 L 116.00 C=120 PT 58.44 1 16)
Q 156.21 F=2E/T F 33.50 PE 0.00
FM T 149.50 0.0215 PF 3.21
ii 1 1z1 T. I P r- P, D9"i (
Q 156.21 F=CV,E F 28.85 PE 3.28
FR T 36.4.3 0.0215 PP 0.78
In Ii ii Ifl T. '7 flfl r-ILn Drn c '- I iii
Q 156.21 F=E F 17.92 PE 0.00
UN T 24.92 0.0047 PF 0.12
9 10 4.256 L 23.00 C150 PT 65.83 1 10)
Q 156.21 F=T F 38.42 PE 0.00
UN T 6.1.42 0.0042 PP 0.26
4 9 4.266 L 79.00 C150 PT 66.09 1 9)
Q 156.21 F=T,GV,DDC/3E F 99.89 PE -1950
rp t ) r t ii V. -J
4" Watts 909 RPDA 14.69
4------------------ /'i' 4/34 j
'77 P T.
Q 406.21 F=0 F 0.00 PE 0.00
UN T 1.00 0.0013 PP 0.00
PT 62.44 ( 0)
LIFEGUARD FIRE PROTECTION, INC.
2605 TEMPLE HEIGHTS DR. STE: F, OCEANSIDE, CA 92056
(760) 806-9997 • FAX (760) 806-4813
Hydraulic Design Information Sheet
Name: La Costa Greens Date: 03/24/04
Location: 1925 Dove Lane
Building: 18 System No.
Contractor: Lifeguard Fire Protection, Inc. Contract No.
Calculated By: Lifeguard Fire Protection, Inc Drawing No.
Construction: 0 Combustible El Non-Combustible Ceiling Height
SYSTEM DESIGN
l NFPA 13: 0 Light Hazard Ordinary Hazard Group 1 2 03
El NFPA 231 D NFPA 23IC: Figure: Curve:
E] Other (Specify)
ISpecific Ruling Residential Made By Date
Area of Sprinkler Operation 2-head System Type
Density .10 Z Wet 0 Dry El Deluge U Pre-Action
Area Per Sprinkler 20' x 20' Sprinkler or Nozzle
Hose Allowance GPM: Inside 0 Make Tyco Model LFII
Hose Allowance GPM: Outside Size 1/2" K-Factor: 4.9
Rack Sprinkler Allowance n/a Temperature Rating 155
CALCULATION SUMMARY
GPM Required 40.21 PSI Required 56.22 At City Connection
"C" Factor Used: Overhead 120 Underground 150
WATER SIJPPLY
Water Flow Test Pump Data Tank or Reservoir
Date & Time 10/17/03 10:45am Rated Capacity n/a Capacity n/a
Static PSI 72 At PSI n/a Elevation n/a
Residual PSI 64 Elevation n/a
GPM Flowing 1480 Well
Elevation 190' Proof Flow n/a GPM
Location Point of connection at existing main in Dove Lane
Source of Information Carlsbad Fire Department
COMMODITY STORAGE
Commodity Class Location
- Storage Height Area Aisle Width
Storage Method: Solid Piled % Palletized % Rack
2-head
FP8
8'-O" Ft.
[1 Extra Hazard
Rack
El Single Row 0 Conventional Pallet
0 Double Row 0 Slave Pallet
U Multiple Row U Open
Flue Spacing In Inches
Longitudinal Transverse
Horizontal Barriers Provided
El Automatic Storage El Encapsulated 0 Solid Shelving El Non-Encapsulated
Clearance From Toi, of Storage to Ceiling
Ft. - In.
La Costa Greens Bldg #8 2-head caic Sigma Dynemlos Corporation
7700 Supply I Demand Graph
Margin
I Pressure 13.93 PSI
LFlow 2074.28 GPM
-U-- __
I
4.00 (00 600 1000 1200 1400 1600 1800
M1.B5
2000
Water Flow (GPM)
System Dernand.
nk I r Demand
o-'iiddit ional Flows
Hlose at Source
Totit Demand
50.86 PSI @ 40.21 GPM
0.00 GPM
0.00 GPM
50.86 PSI @ 40.21 GPM
Water Supply..
Static 64.80 PSI
Residua l 57.60 PSI e 1480.00 GPM
E levation 0.00 PSI
SUBMITTAL SERIAL NO:2932HY4 03-09-2002 PAGE 1
La Costa Greens
Building 48. third floor 2-head calculaton
20' x 20' spacing
FLOW TEST RESULTS
Water Supply
STATIC. 64.80 PSI
RESIDUAL 57.60 PSI @ 1480.00 GPM
CITY PRESSURE AVAILABLE AT 40,.2t GPM 64.79 PSI
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K-FACTOR PRESSURE
162 20.00 20.00 4.90 16.66
163 20.21 20.00 4.90 17.02
TOTAL WATER REQUIRED FOR SYSTEM 40.21 GPM
TOTAL WATER REQUIREMENT 40.21 GPM
PRESSURE REQUIRED AT 0 50:..86?PSI
MAXIMUM PRESSURE UNBALANCE IN LOOPS 000 PSI
MAXIMUM VELOCITY FROM 150 TO 151 '13.55 FPS
SUBMITTAL SERIAL NO:2932HY4 V 03-09-2002 PAGE 2
La Costa Greens
Building *8 third floor 2-head. calculat.on
20 x 20' spacing V
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft. PSI/Ft PSI
161 162 1.101 L 13.00 C=150 PT 16.66
Q 20.00 F=DPV,E F 6.00 PE 0.00
AO T 19.00 0.0680 PF 1.29
PT 17.95 (161) ------------------
161 163 1.101 L 7.50 C=150 PT 17.02
Q 20.21 F=DPV,E F 6.00 PE 0.00
AO T 13.50 0.0694 PF 0.94
160 161DQ 20.00 1.101 L 2.00 C150 PT 17.96 (161)
Q 40.21 F=E F 5.00 PE 0.22
BN1 T 7.00 0.2477 PF 1.73
1:53 160 1.101 L 32.00 C=150 PT Qc1
Q 40.21 F=E,DPV,2E/DPV,E F 22.00 PE 0.00
BNi T 54.00 0.2477 PP 13.38
------------------ PT 33.29 (153)
150 151 1.101 L 1.75 C=150 PT 46.72 (151)
Q 40.21 F=T /E F 10.00 PB 0.32
BN T 11.75 0.2477 PF 2.91
------------------- PT 49.95 (150)
5 4 7.758 L 174,00 C=150
Q 15.23 F=0 F 0.00 . PE 0.00
LU T 174.00 0.0000 PF 0.00
1 50
0 15.23 F=GV,2EE/2EE F 6.0.40 PE 0.00
LU. T 475.40 0.0000 PF 0.00
- r . r r C=150 nP7 =n b)
Q 15.23 F=EE,GV/EE,Gv,2EE F 66.44 PE 0.00
LU T 689.44 0.0000 PP 0.00
P 70 C - Li .__-i ,LD r .3. J Li . ,J \ /
Q 15.23 F=GV F 6.04 PE 0.00 LU T 226.04 0.0000 PP 0.00
3 8 7.758 L 158.00 C=150 PT 50.85 ( 8)
Q 15.23 F=GV,EE/GV,T F 78.57 PE 0.00 LU T 236.57 0.0000 PP 0.00
1 3 7.758 L I ...C=150 PT
Q 15.23 F=0 F 0.00 PE 0.00
T TI n.1% '.3 'J i . . Li Li
PT 50.85 ( 1)
SUBMITTAL SERIAL NO:2932HY4
La Costa Greens
Building #8 third floor 2-head calculaton
20' x 20' spacing
Location Flow Pipe Fittings Equiv
in Size & Length
From To GPM IN Devices Ft
03-09-2002 PAGE 3
Friction Pressure
Loss Summary
PSI/Ft PSI
2 4
------------------
7.758 L 596.00 C=150 PT 50.85 1 4)
Q 24.98 FT 1 GV4EEGV2EE F 14(03.52 FE 0.00
LU T 742.52 0.0000 PF 0.00
1 ) 7 flU C=1fl PT ( 7)
Q 24.98 F0 F 0.00 FE 0.00
LU T 1.00 0.0000 PF 0.00
------------------ PT 50.85 ( 1)
152 153 1.101 L 10.00 C=150 PT 33.28 (153)
Q 40.21 F=DPV F 1.00 FE 4.33
FR! T 11.00 0.2477 PF 2.72
11 1. Q rr r=r, PT 41!
Q 40.21 F=DPV F 1.00 FE 3.90
T IU.UU
PT 46.71 (151)
18 150 2.203 L 63.00 C=120 PT 49.95 (150)
Q 40.21 F=T8E F 50.00 FE -0.87
FM T 113.00 0.0128 PP 1.45
Q 40.21 F=T/T F 23.20 FE 0.00
FM T 86.20 0.0128 PP 1.10
. u -
Q 40.21 F=8E F 58.40 FE 0.87
FM T 78.40 0.0017 PF 0.13
15 14 3.314 L 11400 C120 PT 5263 1 14)
Q 40.21 F=2E/T F 33.50 FE 0.00
FM T 149.50 0.0017 PP 0.25
11 15 3 314 L 7.58 C120 PT 51.85 1 15) Q 40.21 F=cV,E F 28.85 FE 3.28
FR T 36.43 0.0017 PF 0.05
. 25: 2 24 Ci PT
Q 40.21 F=E F 17.92 PE 0.00
UN T 24.92 0.0004 PP 0.01
9 10 4.266 L 2 --- .ljo C=150 PT 5423 10)
Q 40.21 F=T F 38.42 PE 0.00
UN T 61.42 0.0003 PF 0.02
SUBMITTAL SERIAL NO:2932HY4 03-09-2002 PAGE 4
La Costa Greens
Building #8 third floor 2-head calculaton
20' x 20' spacing
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
4 9 4.266 L 79.00 C150 PT 56.25
Q 40.21 F=T,GV,DDC/3E F 99.89 PE -19.50
UN T 178.89 0.0003 PF 0.05
4" Watts 909 RPDA 14.02
------------------
rr DC OP.
0 1 7.758 L 1.00 C=150 PT 50.86 (
Q 40.21 F=0 F 0.00 PE 0.00
UN T 1.00 0.0000 PF 0.00
PT 50.86 ( 0)
Rack
LI Single Row LI] Conventional Pallet
LI] Double Row [J Slave Pallet
LI Multiple Row 0 Open
Flue Spacing In Inches
Longitudinal Transverse
LI] Automatic Storage
0 Solid Shelving
0 Encapsulated
O Non Encapsulated
Clearance From Top of Storage to Ceiling
Ft. In.
LIFEGUARD FIRE PROTECTION, INC.
2605 TEMPLE HEIGHTS DR. STE: F, OCEANSIDE, CA 92056
(760) 806-9997 9 FAX (760) 806-4813
Hydraulic Design Information Sheet
Name: La Costa Greens Date: 03/24/04
Location: 1925 Dove Lane
Building: #8 System No. 1-head
Contractor: Lifeguard Fire Protection, Inc. Contract No.
Calculated By: Lifeguard Fire Protection, Inc Drawing No. FP8
Construction: N Combustible [1 Non-Combustible Ceiling Height 8'-0" Ft.
SYSTEM DESIGN
NFPA 13: D Light Hazard Ordinary Hazard Group D 1 [1] 2 D 3 0 Extra Hazard
L]NFPA 231 D NFPA 231C: Figure: Curve:
[1 Other (Specify)
Specific Ruling Residential Made By Date
Area of Sprinkler Operation 1-head. - - System Type
Density .10 Wet LI Dry 0 Deluge 0 Pre-Action
Area Per Sprinkler 18' x 18' Sprinkler or Nozzle
Hose Allowance GPM: Inside 0 Make Tyco Model LFII
Hose Allowance GPM: Outside Size 1/2" K-Factor: 4.9
Rack Sprinkler Allowance n/a Temperature Rating 155
GPM Required 17.68 PSI Required 31.73 At City Connection
"C" Factor Used: Overhead 120 Underground 150
WAlER SUPPLY
Water Flow Test Pump Data Tank or Reservoir
Date & Time 10/17/03 1045am Rated Capacity n/a Capacity n/a
Static PSI 72 At PSI n/a Elevation n/a
Residual PSI 64 Elevation n/a
GPM Flowing 1480 Well
Elevation 190' Proof Flow n/a GPM
Location Point of connection at existing main in Dove Lane
Source of Information Carlsbad Fire Department
%'%JiVJL1VxV.U't A I a I .)iitji::.
Commodity Class Location
Storage Height Area Aisle Width
Storage Method: Solid Piled % Palletized % Rack
Horizontal Barriers Provided
La Costa Greens Bldg #8 1-head calc Sigma Dynemlos Corporation
T700 Supply / Demand Graph
Margin
Prs1uri 40,77 PSI
Flow 3757.39 GPM
N t
-
___ _____ N15
200 400 600 600 1000 120 1400 1600 1800 2000
Water Flow (GPM)
ystenri Demand.. Water Supply.. prnker Demand 24.02 PSI @ 17.68 GPM Static 64.80 PSI
O"Iddit i onal Flows 0.00 GPM Residual 57.60 PSI e 1480.00 GPM
o;e at Source 0.00 GPM Elevation 0.00 PSI
I otall Demand 24.02 PSI e 17.68 GPM
SUBMITTAL SERIAL NO:2932HY4 03-09-2002 PAGE 1
La Costa Greens
Building #8 third floor 1-head calculation
FLOW TEST RESULTS
Water Supply
STATIC 64.80 PSI
RESIDUAL 57.60 PSI @ 1480.00 GPM
CITY PRESSURE AVAILABLE AT 17.7 GPM 64.80 PSI
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K-FACTOR PRESSURE
164 17.68 17.00 4.90 13.02
TOTAL WATER REQUIRED FOR SYSTEM 17.68 GPM
TOTAL WATER REQUIREMENT 17.68 GPM
PRESSURE REQUIRED AT 0 24.02 PSI
MAXIMUM PRES SURE UNBALANCE: IN LOOPS 0.00 Psi
MAXIMUM VELOCITY FROM 150 TO 151 5.96 FPS
SUBMITTAL SERIAL NO:2932HY4 03-09-2002 PAGE 2
La Costa Greens
Building #8 third floor 1-head calculation
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
160 164 1.101 L 13.00 C=150 PT 13.02 (164)
Q 17.68 F=DPV/2E F 11.00 PE 0.22
AO T 24.00 0.0542 PF 1.30
153 160 1.101 L 32.00 C=150 PT 14.54 (160)
Q 17.68 F=E,DPV,2E/DPV,E F 22.00 PE 0.00
BNi T 54.00 0.. 0542: PF 2.93
------------------ PT 17.47 (153)
150 151 1.101 L 1.75 C=150 PT 26.83 (151)
Q 17.68 F=T/E F 10.00 PE 0.32
BN T 11.75 0.0542 PF 0.64
------------------ PT 27.79 (150)
5 4 7.758 L 174.00 C=150 PT 24.02( 4)
Q 6 . 06 F=0 F 0. 00 PE 0. 00
LU T 174.00 0.0000 PF 0.00
6 5 7.758 L 415.00 C=150 PT 24.02 ( 5)
Q: 6.06 F=GV,2EE:/2EE F 60.40 PE (.00
LU T 475.40 0.0000 PF 0.00
7 6 7.758 L 623.00 C=150 PT 24.02( 61
Q 6.06 F=EE:,GV/EE,GV,2EE: F 661.44 PEI 0.00
LU T 689.44 0.0000 PF 0.00
8 7 7.758 L: 2120.0€: C150 PT 2,4:.,02, ( 7)
Q 6.0:6 F=GV F 6.04. PE: 0.0:0
LU T 226.04 0.0000 PF 0.00
3 8 7.758 L 158.00 C=150 PT 24.02 ( 8)
Q 6.06 F=GV,EE/GV,T Ft 78.57 PE 0.00
LU T 236.57 0.0000 PF 0.00
1 3. 7.75.8 L 1.00 =150 PT 24.02 ( 3)
Q 6.061 F=0 F 0.00 PE 0.00
LU T 1.00 0.0000 PF 0.00
PT 24.02 ( 1)
2 4 7.758 L 596.00 C=150 PT 24.02 C 4) Q 11.62 F=T,GV,4EE/GV,2EE F 146.52 PE 0.00
LU T 742.52 0.0000 PF 0.00
1 2 7.758 L 1.00 C=150 PT 24.02 C 2) Q 11.62 F=0 F 0.00 PE 0.00
LU T 1.00 0.0000 PF 0.00
PT 24.02 ( 1)
I
SUBMITTAL SERIAL NO:2932HY4
La Costa Greens
Building #8 third floor 1-head calculation
Location Flow Pipe Fittings Equiv
in Size & Length
From To GPM IN Devices Ft
03-09-2002 PAGE 3
Friction Pressure
Loss Summary
PSI/Ft PSI
152 153
------------------
1.101 L 10.00 C=150 PT 17.46 (153)
Q 17.68 F=DPV F 1.00 PE 4.33
FRi T 11.00 0.0542 PF 0.60
151 152 1.101 L 9.00 C=150 PT 22.39 (152)
Q 17.68 F=DPV F 1.00 PE 3.90
FRi T 10.00 0.0542 PF 0.54
PT 26.83 (151)
18 150 2.203 L 63.00 C=120 PT 27.79 (150)
Q 17.68 F=T8E F 50.00 PE -0.87
FM T 113.00 0.0028 PF 0.32
17 18 2.203 L 63.00 C=120 PT 27.24 C 18)
Q 17.68 F=T/T F 23.20 PE 0.00
FM T 86.20 0.0028 PF 0.24
16 17 3.314 L 20.00 Cr120 PT 27.48 C 17)
Q 17.68 F=8E F 58.40 PE 0.87
FM T 78.40 0.0004 PF 0.03
15 16 3.314 L 116.00 C=120 PT 28.38 C 1611
Q 17.68 F=2E/T F 33.50 PE 0.00
FMI T 149.50 0.0004 PF 0.06
11 15 3.314 L 7.53 C=120 PT 28.44 1 151
Q 17.68 F=CV,E F 28.85 PE 3.28
FR T 36.43 0.0004 PF 0.01
10 11 4.280 L 7.00 C=140 PT 31.73 1 ii)
O 17.68 F=E F 17.92 PE 0.00
UN T 24.92 0.0001 PF 0.00
9 10 4.266 L 23.00 C=150 PT 31.73 1 10)
O 17.68 FT F 38.42 PE 0.00
UN T 61.42 0.0001 PF 0.01
4 9 4.266 L 79.00 C=150 PT 31.74 1 9)
O 17.68 F=T,GV,DDC/3E F 99.89 PE -19.50
UN T 17889 00001 PF 0.02
413 Watts 909 RPDA 11.77
------------------ 'r 1Z.b 4;
0 1 7758 L 1.00 C150 PT 24.02 C 1)
Q 17.68 F=0 F 0.00 PE 0.00
UN T 1.00 0,0000 PF 0.00
PT 24.02 ( 0)