HomeMy WebLinkAbout7820 SUNCUP WAY; ; AS0600567/15/24, 3:06 PM AS060056 Permit Data
City of Carlsbad
Sprinkler Permit
Permit No: AS060056
Job Address: 7820 SUNCUP WY Status: ISSUED
Permit Type: SPRINK Applied 3/30/2006
Parcel No: Approved: 5/15/2006
Lot #: 0
Reference No.: Issued: 5/15/2006
PC #: Inspector:
Project Title: LA COSTA GLEN, BLDG. H THREE FIRE SPRINKLER INSPECTIONS
Applicant: Owner:
LIFEGUARD FIRE PROTECTION
STEF
2605 TEMPLE HEIGHTS DR
OCEANSIDE, CA
760-806-9997
Fees ($) Add'l Fees ($) Total ($) Balance ($)
180 0 180 0
about:blarik 1/1
24-16 INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES
Contractor's Material and Test Certificate for Underground Piping
PROCEDURE
Upon completion of work, inspection and tests shall be made by the contractors representative and witnessed by an owner's
representative. All defects shall be corrected and system left in service before contractor's personnel finally leave the job.
A certificate shall be filled out and signed by both representatives. Copies, shall be prepared for approving authorities, owners, and
contractor. It is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor
workmanship, or failure to comply with approving authority's requirements or local ordinances.
Property name IDate
7/i11c)7
Property address
/Jy Accepted by approving authorities (names) C--" Address
Plans
Installation conforms to accepted plans —Yes E No
Equipment used is approved E No If no, state deviations
Has person in charge of fire equipment been instructed as to location of E Yes E No control valves and care and maintenance of this new equipment?
If no, explain
Instructions Have copies of appropriate instructions and care and maintenance ' ED Yes E3 No charts been left on premises?
If no, explain
Location Supplies buildings
Pipe types and class / .( ,
Type joint
Pipe conforms to Fittings A&jL-& standard [Yes 0 No
Underground conforms to 7JPPA standard Yes No
pipes and joints If no, explain
Joints needed anctrage clamped, strapped, or blocked in Yes LJ No
accordance with Mt,LL.1A standard
If no, explain
Flushing: Flow the required rate until water is dear as indicated by no collection of foreign material in burlap bags at
outlets such as hydrants and blow-offs. Flush at flows not less than 390 gpm (1476 Llmin) for 4-In, pipe, 880 gpm (3331
L/min) for 6-in, pipe, 1560 gpm (5905 (Jmin) for 8-in, pipe, 2440 gpm (9235 Umin) for 10-in, pipe, and 3520 gpm (13,323
L/min) for 12-In, pipe. When supply cannot produce stipulated flow rates, obtain maximum available.
Hydrostatic: Hydrostatic tests shall be made at not less than 200 psi (13.8 bar) for 2 hours or 50 psi (3.4 bar) above
Test static pressure in excess of 150 psi (10.3 bar) for 2 hours.
description Leakage: New pipe laid with rubber gasketed joints shall, if the workmanship is satisfactory, have little or no leakage at
the joints. The amount of leakage at the joints shall not exceed 2 quarts per hour (1.89 Lihr) per 100 joints Irrespective of pipe diameter. The leakage shall be distributed over all joints. If such leakage occurs at a few joints, the installation shall be considered unsatisfactory and necessary repairs made. The amount of allowable leakage specified above can
be increased by 1 fluid ounce per inch valve diameter per hr. (30 mL/25 mm/hr) for each metal seated valve Isolating the
test section. If dry barrel hydrants are tested with the main valve open so the hydrants are under pressure, an additional
5 ounces per minute (150 mI/mm) leakage is permitted for each hydrant.
New underound piping flushed according to Yes. U No CCAC4t) standard by (company)
If no, explain
How flushing flow was obtained Through what type opening Flushing Public water U Tank or reservoir U Fire pump Li Hydrant butt j.,,Open pipe tests
Lead-ins flushed according toLâtM1-- standard by (company) Yes Li No If no, explain
How flushing flow was obtained Through what type opening
.PubIic water Li Tank or reservoir Li Are pump Li Y connection to flange -Qpen pipe
and spigot (NFPA 24, 1 o 2)
FIGURE 10,10.1 Sample of Contractor's Material and Test Certificate for Underground Piping.,
2002 Edition
ABOVEGROUND PIPE AND FTITINGS
24-17
Hydrostatic All new underground piping hydrostatically tested at
Joints covered test 7=C2 psi for Z_ hours
M—Ves [IJ No Total amount of leakage measured
1.eakage gallons hours test
- Allowable leakage
gallons hours Number Installed Type and make
All operate satisfactorily
Hydrants
04—Yes ED No Water control valves left wide open
EJ No
Control If no, state reason
valves
Hose threads of fire department connections and
hydrants Interchangeable with
El No
those of fire department answering alarm
Date left In service
Remarks
Na e of sling contractor
iLF?
Signatures I Tests witnessed by
instIip9 nt ctor (signed) Titi....__
Date
t c
Additional explanation and nates
-
(NFPA 24, 2 of 2) FIGURE 10.10.1 Continued
(1)*The amount of leakage at the joints shall
n
o
t
e
x
c
e
e
d
2 qt/hr (1.89 L/hr) per 100 gaskets or joints, irres
p
e
c
t
i
v
e
of pipe diameter.
(2)*The amount of leakage specified in 10.10.2.
2
.
4
(
1
)
s
h
a
l
l
b
e
permitted to be increased by 1 fl oz (30 ml) per inch
v
a
l
v
e
diameter per hour for each metal-seated valve i
s
o
l
a
t
i
n
g
the test section.
If dry barrel hydrants are tested with the main valve open so the hydrants are under pressure, an additional 5
f
i
02/ mm (150 ml/miii) of leakage shall be permitted for ea
c
h
hydrant.
The amount of leakage in buried piping shall be
m
e
a
-
sured at the specified test pressure by pumping
f
r
o
m
a
calibrated container.
Chapter 11 Hydraulic Calculations
11.1* Calculations in English Units. Pipe friction
l
o
s
s
e
s
s
h
a
l
l
be determined based on the Hazen-Williams f
o
r
m
u
l
a
,
a
s
f
o
l
-
lows:
-
4.52Q"85
- C'd47
where:
p = frictional resistance (psi/ft of pipe) Q = flow (gpm)
C = friction loss coefficient
d = actual internal diameter of pipe (in.)
11.2 Calculations in SI Units. Pipe friction losses shall be de-termined based on the Hazen-.Williams formula in
S
I
u
n
i
t
s
,
a
s
follows:
I 185
'
" P. I a,
where:
= frictional resistance (bar/rn of pipe)
Q. = flow (L/min)
C = friction loss coefficient
dm = actual internal diameter of pipe (mm)
Chapter 12 Aboveground Pipe and Fittings
12.1 General. Aboveground pipe and fittings sha
l
l
c
o
m
p
l
y
with the applicable sections of Chapters 6 and 8 o
f
N
F
P
A
1
3
,
2002 Edition