FSS2017-0022City of La Quinta
Design and Development Department
78-495 Calle Tampico
La Quinta, CA 92253 -
Telephone: (760)777-7125 Fax: (760)777-1233
www.la-quinta.ora
Riverside County Fire Department
Riverside Office
2300 Market Street, Ste. 150
Riverside, CA 92501
(951)955-4777
FIRE REVIEW APPLICATION •
❑ NEW ❑ TENANT IMPROVEMENT
- PROJECT_INFORMATION
AUG. p 2r2pi�
DATE PAID STAM
DESIGN AND DETMI/EQP� UINTA
PERMIT NO.
Please Print). -
Project Name: ��� b j i- Sign:
Site Address:
City & Zip: I
l te) c-4 Ctd 3
Print:
• I have read and understand that fees are DEPOSIT BASED FEES and there may be additional money due prior to or
after project final.
• Pursuant to a Cooperative Agreement to Provide Fire Services, the Riverside County Fire Department serves as the
City's fire department, and the County designee serves .as the City's fire chief. Applicant recognizes this
contracted arrangement and shall comply with County Fire Department -directions.
JAPPLICANT/CONTACT,INFORMATION ` BILLING INFORMATION::Cme,as Applicant•info
rM1 , a
Applicant Name: ry
'• j� ���yl� Ccs ��(�� ��,
Contact Person: �(�� (�yy��� Bill To:
Mailing Address: (�� (`per i/1� �� Mailing Address: .
City & Zip:( _nal---�, CA clavy t City & Zip:
Phone Number: 1(k6 .�j-(4P-y!;Fax: U-0-7- -(off Phone Number: Fax:
Email: 62 `J (�l�t, c( Email:
The person listed on "Billing Information" will receive ALL billing, correspondence and refunds for any work billed to this permit. Any
changes in billing information must be made in writing to our office.
A. APPLICATION TYPE (each application type includes a $5 technology enhancement fee)
FIRE SPRINKLER SYSTEM
> . T... -:STORAGE TANKS ":� _ ' •_ = r..'
❑ COMMERCIAL TI - 1-9 HEADS
NO FEE
❑ DISPENSERS ONLY '
$217
❑ COMMERCIAL TI - 10 + HEADS
$619
❑ ABOVE GROUND - 1"' TANK
$217
❑ RESIDENTIAL - TRACT HOME - MODELS
$619
❑ ABOVE GROUND - EACH ADDITIONAL
$32
❑ If RESIDENTIAL - EACH ADDITIONAL UNIT
$126 EA
❑ UNDER GROUND
$217
RESIDENTIAL - CUSTOM HOME
$619
" MISCI- t '; ,T •'-=
_
FIRE ALARM -.SYSTEM'-
❑ HAZMAT
$589
❑ COMMERCIAL - SPRINKLER MONITORING
$192
❑ HIGH PILE RACK STORAGE
$353
❑ COMMERCIAL - FIRE ALARM SYSTEM
$632 •
❑ . NEW COMMERCIAL - UNDERGROUND
WATER
$701
SUPRESSION SYSTEMr� y
s, i
❑ FIRE FLOW REPORT
$178
❑. HOOD & DUCT
$215
❑ TECHNICAL REPORT RESEARCH
$589
❑ SPRAY BOOTH
$215
❑ SPECIAL INSPECTION
$126
❑ CELL SITE
❑ OTHER SUPRESSION SYSTEM$215
$215
❑ ITEMS NOT LISTED ARE ON A SLIDING
SCALE STARTING AT -------------------•• -------
$197
These are Deposit Based Fees. There may be additional moiney due prior.to or affer project final.
SS UPDATED 6-19-17
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'-� , _ 0 Treatment $2,436Jeclu: Collection
Meter Qd? 0 MeterSie g�1 h�t 32,4 S/E'dU _ s
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This is just a QUOTE `:afl fees':are subject.to. CSen a cUwd 950
(ReV.-10/141,
Calculation Mode:
Fire Fire Sprinkler; Hydraulics Calculation Pro ram Ai'_ T; ' " Elite Software Develo ment,°Inc::!..
Living Water Designs.`..,K Hideaway44'
OF
ScottsiisleAZ 85260 �i' `�'ice
f croe►� e.4r
. • a' Pa 'e 1'w
Minimum Desired Flow Density:
0.05 gpm/ft2
Maximum Water Velocity:
0.00 ft/s
Maximum Frictional Loss / 100 feet:
General Project Data Report
Number Of Active Nodes:
16
AZ General Data
Number Of Active Pipes:
IT
Project Title: Hideaway 44
Project File Name: Hideaway 44..fiw
34
Designed By: Chad Ryan
Date: August 1, 2017
Number Of Inactive Sprinklers:
Code Reference:
Approving Agency:
"F" FITTING = "T" RUN / B = ANGLE VALVE
Client Name:
0
Phone: '
Address:
City, State Zip Code:
Company Name:
Representative:
Company Address:
City And State:
Phone:
Building Name: 1 Head
Building Owner:
Contact at Building:
Phone at Building:
Address Of Building: 53391 Via Dona
City, State Zip Code:
Project Data
Description Of Hazard: Residential
Sprinkler System Type:
Wet
Design Area Of Water Application: 324 ft2
Maximum Area Per Sprinkler:
324 ftz
Default Sprinkler K -Factor: 0.00 K
Default Pipe Material: BLAZEMASTER
CPVC
Inside Hose Stream Allowance: 0.00 gpm
Outside Hose Stream Allowance:
0.00 gpm
In Rack Sprinkler Allowance: 0.00 gpm
Sprinkler Specifications
• Make: SENJU
Model
8464 '
Size: 7/16
Temperature Rating:
162 F
Water Supply Test Data
Source Of Information:
Test Hydrant ID:
Date Of Test:
Hydrant Elevation: 0 ft
Static Pressure:
38.00 psi
Test Flow Rate: 32.00 gpm
Test Residual Pressure:
37.90 psi,
Calculated System Flow Rate: 22.01 gpm
Calculated Inflow Residual Pressure:
30.78 psi
Available Residual Pressure At 37.95 psi*
System Flow:
Calculation Project Data.
Calculation Mode:
Demand
HMD Minimum Residual Pressure:
12.05 psi
Minimum Desired Flow Density:
0.05 gpm/ft2
Maximum Water Velocity:
0.00 ft/s
Maximum Frictional Loss / 100 feet:
20.00 psi
Number Of Active Nodes:
16
Number Of Active Pipes:
16
Number Of Inactive Pipes:
34
Number Of Active Sprinklers:
1
Number Of Inactive Sprinklers:
.0
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