FSS2023-0032BUILDING PERMIT
DESIGN & DEVELOPMENT
DEPARTMENT
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
PHONE (760) 777-7125
WWW.LAQUINTACA.GOV
APPLIED DATE: 01/10/2023
ISSUED DATE: 05/03/2023
Permit Type:
Permit Number:
Property Address:
APN:
Legal Description
Property Zoning:
Valuation:
Fire Sprinkler System - Residential - 13D
53325 HUMBOLDT BLVD
FSS2023-0032
767700013
$25,000.00
Owner:J D MECHANICAL FIRE INC
82579 FLEMING WAY SUITE D, INDIO, CA 92201
Applicant:J D MECHANICAL FIRE INC
436160 MADISON STREET, INDIO, CA 92201
Contractor:J D MECHANICAL FIRE INC / 1020141
436160 MADISON STREET, INDIO, CA 92201
Declaration / Acknowledgement
PRIOR TO THE ISSUANCE OF THIS PERMIT FOR CONSTRUCTION, ALTERATION, IMPROVEMENT, DEMOLITION, OR REPAIR THE OWNER, APPLICANT AND/OR
CONTRACTOR UNDER PENALTY OF PERJURY HAVE AFFIRMED WHEN APPLICABLE, THROUGH THE SUBMITTAL OF FORMS OR BY OTHER ELECTRONIC MEANS, THE
FOLLOWING:
LICENSED CONTRACTOR OR OWNER-BUILDER DECLARATION (1 or 2)
1) They are licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professions Code, and the
referenced
License is in full force and effect, or;
2) That they are exempt from the Contractors’ State License Law for the
reason(s) indicated by either (2)(a) and/or (2)(b), or (2)(c) where he or
she is exempt from licensure by a valid exemption. [Section 7031.5,
Business and Professions Code: Any city or county that requires a permit
to construct, alter, improve, demolish, or repair any structure, prior to its
issuance, also requires the applicant for the permit to file a signed
statement that he or she is licensed pursuant to the provisions of the
Contractors’ State License Law (Chapter (commencing with Section 7000)
of Division 3 of the Business and Professions
Code] Any violation of Section 7031.5 by any applicant for a permit
subjects the
applicant to a civil penalty of not more than five hundred dollars ($500).)
a) As owner of the property, or my employees with wages as their sole
compensation, will do all of or portions of the work, and the structure is
not intended or offered for sale (Section 7044, Business and Professions
Code: The Contractors’ State License Law does not apply to an owner of
property who, through employees’ or personal effort, builds or improves
the property, provided that the improvements are not intended or offered
for sale. If, however, the building or improvement is sold within one year of
completion, the Owner-Builder will have the burden of proving that it was
not built or improved for the purpose of sale.).
b) As owner of the property, will be exclusively contracting with licensed
c) Are exempt from licensure under the Contractors’ State License Law.
As an Owner-Builder, they acknowledge that, except for their personal
residence in which they must have resided in for at least one year prior to
completion of the improvements covered by this permit, they cannot legally
sell a structure built as an owner-builder if it has not been constructed in
its entirety by licensed contractors. It is understood that a copy of the
applicable law, Section 7044 of the Business and Professions Code, is
available upon request when this application was submitted at the
following Web site:
http://www.leginfo.ca.gov/calaw.html.
DECLARATION REGARDING CONSTRUCTION LENDING AGENCY (If
applicable)
A construction lender will be used for completion of the improvements
covered by this permit and the name and information of which is on file for
public inspection during the regular business hours of the public entity.
Failure of the applicant to indicate the construction lender on the
application does not relieve that person of the requirement to give the
construction lender preliminary notice from that duty.
WORKERS’ COMPENSATION DECLARATION (1, 2 or 3)
WARNING: FAILURE TO SECURE WORKERS’ COMPENSATION COVERAGE IS
UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND
CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION
TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION
3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY’S FEES.
1) Has and will maintain a certificate of consent to self-insure for workers’
compensation, issued by the Director of Industrial Relations as provided for
by Section 3700 of the Labor Code, for the performance of the work for
which this permit is issued.
2) Has and will maintain workers’ compensation insurance, as required by
Section 3700 of the Labor Code, for the performance of the work for which
this permit is issued.
3) Certifies that, in the performance of the work for which this permit is
issued, shall not employ any person in any manner so as to become subject
to the workers’ compensation laws of California, and agree that, if should
become subject to the workers’ compensation provisions of Section 3700 of
the Labor Code, shall forthwith comply with those provisions.
NOTICE TO APPLICANT (1, 2 and 3)
1) Each person upon whose behalf this application was made, each person
at whose request and for whose benefit work is being performed under or
pursuant to any permit issued as a result of this application, the owner, and
the applicant, each agrees to, and shall defend, indemnify and hold harmless
the City of La Quinta, its officers, agents, and employees for any act or
omission related to the work being performed under or following issuance of
this permit.
2) Any permit issued as a result of this application becomes null and void if
work is not commenced within 360 days from date of issuance of such
permit, or if cessation of work for 180 days will subject permit to
cancellation. On or after January 1, 2019, every permit issued shall become
invalid unless the work on the site authorized by such permit is commenced
within 12 months after its issuance, or if the work authorized on the site by
such permit is suspended or abandoned for a period of 12 months after the
time the work is commenced.
3) Certified that they read the application and state that the information
provided is correct. Agree to comply with all city and county ordinances and
state laws relating to building construction, and hereby authorize
representatives of this city to enter upon the above-mentioned property for
inspection purposes.
IMPORTANT: An Application for Permit was made to the Building Official,
subject to the conditions and restrictions set forth at the time of application,
which is now hereby an Issued Permit. If any part of the information being
supplied on this permit is inaccurate or untrue, please contact the City of La
Quinta at (760) 777-7125 immediately for correction.
Printed: 11/20/25 9:39 am Page 1 of 3
Permit Type:
Permit Number:
Property Address:
Fire Sprinkler System - Residential - 13D
FSS2023-0032
53325 HUMBOLDT BLVD
BUILDING PERMIT
INSTALLATION OF FIRE SPRINKLERS IN CUSTOM HOME ***
Use of Permit
Construction Details
Valuation Details
Type Group Sq Ft Value
Financial Information
Fee AmountFee Amount PaidInvoice No.
INV-00002535 $183.00 Fire - Failed or Additional Field Inspections $183.00
$4.58 Credit Card Convenience Fee $4.58
$187.58 $187.58 Total for Invoice INV-00002535
PERMIT-FSS2023-0032 $11.00 RECORDS MANAGEMENT FEE $11.00
$8.00 TECHNOLOGY ENHANCEMENT FEE $8.00
$250.00 FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED PC $250.00
$250.00 FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED $250.00
$175.00 FIRE FAILED OR ADDITIONAL FIELD INSPECTIONS (EXCES $175.00
$694.00 $694.00 Total for Invoice PERMIT-FSS2023-0032
Grand Total for Permit $881.58 $881.58
Workflow / Inspections
Workflow Step / Action Name Action Type Start Date End Date
Inspections v.1 01/10/2023 0:00
OVERHEAD ROUGH PIPING v.2 Inspection
OVERHEAD ROUGH PIPING v.1 Inspection
OVERHEAD HYRO v.1 Inspection
Fire Inspections v.1 11/16/2023 14:37 04/18/2024 13:32
Fire Sprinkler Final 13D v.1 Inspection 11/16/2023 14:37 11/17/2023 15:04
Fire Sprinkler Final 13D v.2 Inspection 04/18/2024 13:31 04/18/2024 13:32
Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work
shall remain visible and able to be accessed for inspection purposes until approved. Approval as a result of an inspection shall not be
construed to be an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Inspections
presuming to give authority to violate or cancel the provisions of the applicable code and other ordinances of the jurisdiction shall not be
valid. It shall be the duty of the owner or the owner's authorized agent to cause the work to remain visible and able to be accessed for
inspection purposes. Neither the building official nor the jurisdiction shall be liable for expense entailed in the removal or replacement of
any material required to allow inspection.
It shall be the duty of the holder of the building permit or their duly authorized agent to notify the building official when work is ready for
inspection. It shall be the duty of the permit holder to provide access to and means for inspections of such work that are required by this
code.
Inspections
Printed: 11/20/25 9:39 am Page 2 of 3
Permit Type:
Permit Number:
Property Address:
Fire Sprinkler System - Residential - 13D
FSS2023-0032
53325 HUMBOLDT BLVD
BUILDING PERMIT
A building or structure shall not be used or occupied in whole or in part, and a change of occupancy of a building or structure or portion
thereof shall not be made, until the building official has issued a certificate of occupancy therefor as provided herein. Issuance of a
certificate of occupancy shall not be construed as an approval of a violation of the provisions of the applicable code and other ordinances
of the jurisdiction. Certificates presuming to give authority to violate or cancel the provisions of this code or other ordinances of the
jurisdiction shall not be valid.
Certificate of Occupancy
A person shall not make connections from a utility, a source of energy, fuel, or power, or a water system or sewer system to any building
or system that is regulated by the applicable code and other ordinances of the jurisdiction for which a permit is required, until approved by
the building official.
Service Utilities
Printed: 11/20/25 9:39 am Page 3 of 3
DESIGN & DEVELOPMENT DEPARTMENT
78-495 Calle Tampico
La Quinta, California 92253
(760) 777-7125 / FAX (760) 777-7011
NEW TENANT IMPROVEMENT PERMIT NO.
PROJECT INFORMATION (Please Print)
Project Name: Sign:
Site Address: Print:
City & Zip: Project
Description:
• 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.
APPLICANT/CONTACT INFORMATION CONTRACTOR INFORMATION: Same as Applicant info
Applicant Name:
Contractor #:
Contact Person:
Contact Person:
Mailing Address:
Mailing Address:
City & Zip:
City & Zip:
Phone Number:
Fax
:
Phone Number:
Fax
:
Email:
Email:
------------ HOURLY@161/HR
$670 HOURLY@161/HR
$791
$992 $418
$1234 HOURLY@161/HR
$418 HOURLY@161/HR
------------ HOURLY@161/HR
$418
$498 HOURLY@161/HR
$579 HOURLY@161/HR
$176 $901
$590 HOURLY@161/HR
$659
$418 $579
$1062 $418
$740
HOURLY@161/HR HOURLY@161/HR
HOURLY@161/HR HOURLY@161/HR
OFFICE OF THE FIRE MARSHAL – LA QUINTA
78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074
• www.rvcfire.org
January 26, 2023
JD Mechanical
Re: Residential Fire Sprinkler Plan Review – Moonbeam Dreams
FSS2023-0032 / 53325 Humboldt Blvd
The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County
Fire Department - Office of the Fire Marshal personnel and are approved with the following conditions.
Permanently marked identification signs shall be attached to all control valves.
The following inspections/tests are required to be witnessed by Office of the Fire Marshal Staff:
(a) Overhead Rough and Hydro static test: All piping shall be visible and pumped at normal
operating pressure. *No jacketed electrical and data wiring shall be in contact with, nor have the
potential to contact CPVC piping once insulation is installed.
(b) Final inspection
The Fire Department approved plans and conditions letter must be at the job site.
Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for
inspections are to be made at least 48 hours in advance and may be arranged by calling (760)777-7131.
All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal
staff at (760)777-7074.
Rebecca Winscott - Fire Safety Specialist
78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131
RIVERSIDE COUNTY FIRE PROTECTION PLANNING
RECORD OF INSPECTIONS / PERMIT CARD
THIS CARD IS TO REMAIN ON SITE AT ALL TIMES.
INSTALLING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS. SEE NOTES ON REVERSE SIDE.
JOB
ADDRESS: 53325 Humboldt BLVD PERMIT#: FSS2023-0032 DATE
ISSUED: 1-26-23
DESCRIPTION: Moonbeam Dreams CONTRACTOR: JD Mechanical
HYDRANT SYSTEM DATE INITIALS SPECIAL SUPPRESSION DATE INITIALS
Thrust block pre-pour Door fan test
UG rough piping Abort test
UG hydro Mechanical shutdown
Flush Detector test
Final E F Deluge/pre-action
SPRINKLER U.G. Final E F
Thrust block pre-pour UST/AST TANK
UG rough piping Installation
UG hydro Removal
Flush Emergency shut off
Final E F Primary piping
FIRE SPRINKLER Secondary piping
Weld inspection Dispensers & shear valves
Overhead rough piping Final E F
Overhead hydro MISC. INSPECTIONS
UG flush / OK to connect Spray booths
Main drain/inspectors’ test Hood/duct extinguishing
High pile storage High pile rack storage
In-rack sprinklers H.P. vents/access/corridors
Hose racks Tract access/hydrant verification
Final E F Access & Address verification
HOOD EXTINGUISHING OTHER CONST. PERMIT
Detection system
Function test
Gas/electrical shut-off
Nozzle model/placement
Fire alarm connection
Final E F
SPRAY BOOTHS FIRE CODE PERMIT(S)
Installation
Air flow test
Mechanical interlock
Extinguishing system
Fire alarm connection
Final E F
FIRE ALARM KNOX SYSTEM
Rough-wire inspection Building Knox box
Function test Gate access Knox box/padlock
Duct detectors/velocity BUILDING INSPECTIONS
24 hr. battery test T/I final
Sprinkler monitoring Shell final
Final E F Final for occupancy
FINAL INSPECTION DATE: INSPECTORS SIGNATURE:
**WHEN CALLING FOR AN INSPECTION PLEASE HAVE PERMIT NUMBER READY. SEE NOTES ON REVERSE SIDE**
78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131
INSPECTION NOTES
1. Sway bracing and hangers will be inspected at the time of rough piping inspection.
2. All required hydrostatic pressure tests shall maintain 200 psi for a 2-hour duration. (EX: Residential Fire Sprinkler
Systems)
3. Fire sprinkler system remodels: if indicated on plans or this card, a hydrostatic pressure test shall be required.
4. All underground joints and thrusts blocks shall be exposed and readily visible during the hydrostatic test.
5. Contractor shall supply all testing equipment, access and operating instructions at time of test.
6. All systems shall be inspected, tested, and approved by a Fire Inspector before any work is started that may cause the
affected system to be covered or hidden.
POLICIES ON FIELD INSPECTIONS
A. INSPECTION REQUESTS: Inspections are made subject to availability. Please have the permit number available when
scheduling inspections. For City of La Quinta inspections call: (760) 777-7131.
B. APPROVED PLANS: Shall be kept on the job site at all times that work is in progress. Work shall NOT commence
without approved plans.
C. INSPECTION REQUESTS: As required by the California Fire Code, the appropriate installing contractor shall be required
to schedule the necessary inspections and be present on site for inspections.
D. RE-INSPECTIONS: Will be charged against a permit when an inspection has failed, is not ready, the responsible party not
on site or where previously noted corrections have not been completed.
E. COMMODITIES: Unless otherwise noted on approved plans or letter of conditions, no commodities shall be entered into
the structure until clearance has been granted by the Fire Dept and Building Official.
F. OCCUPANCY: Buildings shall NOT be occupied by persons other than construction workers until a Final Fire Clearance
has been granted by the Fire Dept and a Certificate for Occupancy has been issued by the Building Official.
INSPECTION NOTES:
THIS CARD IS REQURIED TO BE POSTED AT THE CONSTRUCTION SITE. THIS CARD AND APPROVED PLANS MUST BE
AVAILABLE AT THE CONSTRUCTION SITE FOR ALL INSPECTIONS.
THIS PERMIT SHALL EXPIRE AND BECOME NULL AND VOID IF THE WORK AUTHORIZED IS NOT COMMENCED WITHIN 180
DAYS OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS OR MORE.
THIS PERMIT IS FOR FIRE DEPARTMENT APPROVAL ONLY AND DOES NOT INTEND TO ABROGATE MORE RESTRICTIVE
REQUIREMENTS OF OTHER AGENCIES HAVING RESPONSIBILITY.
GENERAL DESCRIPTION
The Model RC-RES Residential Flat Concealed Sprinklers are automatic sprinklers of the compressed fusible solder type. They
are decorative and fast responding. The Cover Plate Assembly hides the Deflector, Heat Responsive Element etc., which is
concealed above the ceiling. The cover plate has a flat profile, and its diameter is extremely small (2-5/8 inch, 68mm). The
push-on and/or thread-on, thread-off design of the concealed cover plate assembly allows for easy installation of the cover plate.
Therefore, the Model RC-RES should be your first choice when aesthetics is the major consideration for ultimate appeal and
unbeatable performance is desired. The Model RC-RES is designed for residential occupancies and is perfect for use in homes,
hotels and other living quarters.
The Model RC-RES is to be used in wet pipe residential sprinkler systems for One- and Two- Family Dwellings and
Manufactured Homes per NFPA 13D; wet pipe residential sprinkler systems for Residential Occupancies up to and Including
Four Stories in Height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occupancies per NFPA 13.
The Model RC-RES has a 4.9 (70.6 LPM/bar1/2) K-factor that meets the required residential flow rates with minimal residual
pressure, which allows for smaller pipe sizes and water supply requirements.
For extended installation flexibility, the Model RC-RES provides 1/2 inch (12.8mm) vertical adjustment. This adjustment in
installation decreases the need for precise cutting of the pipe that drops to the sprinkler and allows for a perfect fit with a range of
pipe lengths.
The heat sensitivity and water distribution design of Model RC-RES allows for an increased chance of residents to escape or
evacuate in case of a fire. However, residential fire sprinkler systems are not a substitute for fire safety awareness or fire safety
construction required by building codes.
“Lead Free” is defined in the Reduction of Lead in Drinking Water Act (S.3874) endorsed by AWWA’s Water Utility Council, and
California Assembly Bill #1953 as having less than or equal to a weighted average of 0.25% lead in wetted surface of pipes,
plumbing fittings and fixtures.
Approvals:
Sprinkler Identification Number (SIN):
Maximum Working Pressure:
Discharge Coefficient (Nominal K-Factor):
Temperature Rating:
Color Code (Sprinkler)
Color Code (Cover Plate)
Vertical Adjustment:
Cover Plate Finishes:
Standard Finishes-
Custom Finishes-
Please see chart on Page 8 for more detail.
Physical Characteristics:
In case of fire, the solder component that holds together the Cover Plate and the Retainer melts. Then the Cover Plate is
released at once. As a result, the Deflector drops down to the intended position. Two Heat Collectors are exposed to fire, and
when sufficient heat from the fire is reached, internal components of the sprinkler fall apart. This leads to the water flow to be
distributed on the affected fire area. (Ref. Figure 2)
DESIGN CRITERIA
The herein stated rules for use and installation of Model RC-RES are provided by the manufacturer and must be strictly
implemented for safe and full results.
Locations of sprinklers must follow the obstruction rules of NFPA 13, 13D and 13R for Residential Sprinklers.
The Model RC-RES must only be utilized in WET PIPE sprinkler systems.
Refer to NFPA 13D, 13R or 13 for the requirements relating to the prevention of possible activation of the Heat Responsive
Element of Model RC-RES, due to the exposure of a heat source other than an actual fire.
Available Sprinkler Temperature Ratings
Sprinkler Temperature
Classification
Sprinkler Nominal
Temperature Rating
Maximum Ambient Ceiling
Temperature
Temperature Rating of the
Cover Plate Assembly
Ordinary 162°F (72°C) 100°F (38°C) 140°F (60°C)
Intermediate 175°F (79°C 150°F (66°C) 140°F (60°C) 1)
Intermediate 175°F (79°C) 150°F (66°C) 162°F (72°C)
1) Maximum ambient temperature for the Cover Plate Assembly is 100°F (38°C).
Model RC-RES sprinklers should not be installed where they may be subjected to a corrosive environment including the
following:
Stress corrosion cracking may be caused by exposure to environments with Chlorine ion and Chloride. Exposure to this
environment may result in sprinklers operating under Non-Fire conditions or Not Operating when exposed to an actual fire.
Sprinkler systems should be constructed in compliance with the applicable standards and the requirements for copper
piping when copper piping is used in the sprinkler system. (Reference standards NFPA 13, ASTM B813, B828, and CDA
(Copper Development Association) – Solder Joint)
All residual flux must be removed from the interior and exterior of the copper piping by thoroughly flushing before
installation of the Sprinkler Heads. Otherwise, residues of flux may cause corrosion and/or leakage in the sprinkler system.
The minimum required sprinkler flow rates for systems designed to NFPA 13D or 13R are given in TABLE A as a function of
temperature rating and the maximum allowable coverage area. The sprinkler flow rate is the minimum required discharge from
the most hydraulically demanding sprinkler from each of the total number of “design sprinklers” as specified in NFPA 13D or
13R.
For systems designed to NFPA 13, the number of designed sprinklers is to be the four most hydraulically demanding sprinklers.
The minimum required discharge from each of the four sprinklers is to be the greater of the following:
The flow rates given in TABLE A for NFPA 13D and 13R as a function of temperature rating and maximum allowable
coverage area.
A minimum discharge of 0.1GPM/sq.ft. [4.07LPM/sq.m] over the “design area” comprised of the four most hydraulically
demanding sprinklers for the actual coverage area being protected by the four sprinklers.
For systems with ceiling types smooth flat horizontal, or beamed, or sloped, in accordance with NFPA 13D, 13R or 13 as
applicable.
Ordinary
Temperature Rating
162°F (72°C)
Intermediate
Temperature Rating
175°F (79°C)
Maximum
Coverage
Area(a)
Ft. × Ft.
(m ×m)
Maximum
Spacing
Ft.
(m)
Flow(b)
GPM
(LPM)
Pressure(b)
PSI
(bar)
Flow(b)
GPM
(LPM)
Pressure(b)
PSI
(bar)
Deflector
to
Ceiling
Installation
Type
Minimum
Spacing
Ft.
(m)
12×12
(3.7×3.7)
12
(3.7)
13
(49.2)
7.0
(0.48)
13
(49.2)
7.0
(0.48)
14×14
(4.3×4.3)
14
(4.3)
13
(49.2)
7.0
(0.48)
13
(49.2)
7.0
(0.48)
15×15
(4.6×4.6)
15
(4.6)
13
(49.2)
7.0
(0.48)
13
(49.2)
7.0
(0.48)
16×16
(4.9×4.9)
16
(4.9)
13
(49.2)
7.0
(0.48)
14
(53.0)
8.2
(0.57)
18×18
(5.5×5.5)
18
(5.5)
17
(64.3)
12.0
(0.83)
18
(68.1)
13.5
(0.93)
20×20
(6.1×6.1)
20
(6.1)
21
(79.5)
18.4
(1.27)
Smooth
Ceilings
3/8 to 7/8
Inches.
Beamed
Ceilings
per NFPA
13D, 13R
or 13
Installed
in beam
3/8 to 7/8
inches
below
bottom of
beam.
Concealed 8
(2.4)
(a) For coverage area dimensions less than the above mentioned, it needs to use the minimum required flow for the
Next Higher Coverage Area listed.
(b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are
calculated using the nominal K-Factor. Refer to Hydraulic Design Criteria Section for details.
The minimum spacing between sprinklers is 8 feet (2.4m). The maximum spacing between sprinklers cannot go beyond the
coverage area calculated by using the specific hydraulic factors. (Ref. TABLE A)
The Model RC-RES must be installed in accordance with the following instructions:
The installation requirements for the sprinkler are as follows: to be installed only in the pendent position with the waterway
perpendicular to the ceiling. Install the sprinkler fitting so that the distance from the face of the fitting to the mounting surface
will be nominally 2 inches (50.8mm) as shown in Figure 3.
With pipe thread sealant applied to the threads, hand tighten the sprinkler into the sprinkler fitting. Then tighten it with the
Socket NR-H or Ratchet (3/8” drive) & Socket NR-H Combination (Ref. Figure 4). The teeth of the Socket must fit perfectly
with the grooves on the Sprinkler for proper installation (Ref. Figure 4).
If desired, the Protective Cap may also be used to locate the center of the clearance hole by gently pushing the ceiling
material against the center point of the Protective Cap. Before the installation of the ceiling, the sprinkler installation can be
started with a 2-3/8 inch (60mm) diameter clearance hole (Ref. Figure 3). Use the “Vertical Adjustment” indicator on the
Protective Cap to check for proper installation height (Ref. Figure 3).
Use the Cap Remover RC to remove the Protective Cap (Ref. Figure 5), and then push or screw a Cover Plate Assembly on
the Cup of the Sprinkler by hand until its flange just has contact with the ceiling (Ref. Figure 6 and Figure 7). Stop tightening
the Cover Plate Assembly once the flange has contact with the ceiling. If the ceiling has been lifted from its normal position in
the process of tightening the Cover Plate Assembly, readjust the cover plate assembly as necessary. If the flange of the Cover
Plate Assembly cannot contact the ceiling sufficiently, readjust the sprinkler fitting as necessary. When properly installed,
there is a nominal 1/16 inch (1.6mm) air gap between the lip of the Cover Plate and the ceiling, as shown in Figure 6.
The following instructions must be implemented for the maintenance and service of the Model RC-RES.
When placing an order, please contact a local distributor with the following information (Model Name, Temperature Rating and
Finish).
Model: RC-RES
(SIN: SS8464, Residential Flat Concealed Sprinkler, Pendent, K4.9, Temperature: 162°F (72°C) or 175°F (79°C) )
2-5/8 inch (68mm) or 3-1/4 inch (83mm) or 2-5/8 inch square (68mm), Order Separately from Sprinkler
Please refer to the chart below for available sizes, temperature, and finishes.
Standard Finishes Custom Finishes
2-5/8" Round, 140°F - - - - - -
3-1/4" Round, 140°F
2-5/8" Square, 140°F - - - - - - -
2-5/8" Round, 162°F - - - - - - -
3-1/4" Round, 162°F - - - - - - -
Socket NR-H
For use with a 3/8” drive ratchet (not included)
Socket NR-H Plastic
For use with a 1/2” drive ratchet (not included)
Cap Remover RC
Fire Department Notes
A. The installation of new fire sprinkler systems or modifications to existing systems shall
comply with the following:
NFPA 13D 2016
CBC 2019
CFC 2019
Local Municipal Codes
Requirements of the AHJ
All Manufacture Installation Guidelines
Note: When conflict arrises between existing codes and standards,
the most stringent shall apply.
B. The Fire Department Shall require the following inspections and tests.
1. Overhead installation and hydrostatic test, ( prior to cover ).
a. Normal opperating pressure when no FDC is installed.
b. 200psi when FDC is required.
c. Two hour minimum.
2. Final sprinkler and underground, ( prior to building final ).
a. All inspections shall be scheduled by the contractor of record.
b. Inspections shall be scheduled 24 hours in advance.
GENERAL NOTES
1.General: All materials and devices shall conform to 2016 NFPA 13D standards. Installation
shall conform to all applcable State and Local Codes.
2.Scope of Work: Install a new Residential Fire Protection System.
3.Piping: All overhead pipe and fittings shall be CPVC unless otherwise noted.
4.Design: NFPA 13D 2016 Edition and CFC Chapter 80 Standards.
5.System Demand @ Source. Two Sprinklers Flowing (16X16 Spacing):
31 gpm @ ______psi ( AREA )
6.Water Supply Data: Water is supplied from public water main in street.
Static Pressure:
Information Source:
7.Sprinkler Head Spacing and Installation Requirements:Sprinklers shall not be located
Closer than 8'-0" apart where there is no intervening obstruction.
Sprinklers near potential obstruction shall be located per manufactures instructions.
8.Piping Supports: Piping shall be supported and restrained in conformance with local
plumbing codes and CPVC manufactures instructions . Eachpipe section that supplies
a drop to a sprinkler shall be secured no more than 12" from the drop to prevent laterial
and vertical movement.
9.Pipe lenghts are approximate for hydraulic calculation and plan review purposes only.
10.The owner shall furnish sufficant heat in all areas to prevent freezingof pipe.
11.Waterflow Switch and Alarm: By Others
a. A dedicated electrical circuit with a circuit breaker lock shall be provided for waterflow
horn/strobes.
b. An approved audible sprinkler waterflow alarm shall be visible from the street.
The device shall be listed for outdoor use.
An approved sign shall be placed at or near the device stating,
SPRINKLER FIRE ALARM - WHEN ALARM SOUNDS CALL 911
c. An approved audible sprinkler waterflow alarm module shall be conected to the
smoke detectors to alert occupants shall be provided.
NFPA 13D REFERANCE NOTES
1. NFPA 13D, Section 8.3.2
Sprinklers shall not be required in bathrooms of 55 sq. ft. and less.
2. NFPA 13D, Section 8.3.3
Sprinklers shall not be required in clothes closets, linen closets, and pantries
that meet all of the following conditions.
(1) The area of the space does not exceed 24 sq. ft.
(2) The walls and ceilings are surfaced with noncombustible or limited-combustible
material as defined in NFPA 220.
3.NFPA 13D Section 8.3.4
Sprinklers shall not be required in garages, open attached porches, carports, and
similar structures.
Note that CFC 2016 Chapter 80 Referance Standards requires attached garages,
attached porches, carports, and similar structures shall be sprinklered if there is
occupied living space above.
4. NFPA 13D Section 8.2.5.6 Shadow Areas
Shadow areas shall be permitted in the protection area of a sprinkler as long as
the cumulative dry areas do not exceed 15 sq. ft. (1.4 sq. m.) per sprinkler.
jd@jdmechanical.co
Scale
Project number
Date
Drawn by
Checked by
82
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As indicated
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2
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2
2
8
:
5
4
:
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A
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FP-1
Site Plan
Project Number
LOT 61B
06-30-22
JA
JD
MO
O
N
B
E
A
M
D
R
E
A
M
S
TH
E
M
A
D
I
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O
N
C
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1
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9
2
2
5
3
WH
INSPECTOR TEST DETAIL
5'
1" Ball Valve Access Panel
(By Others)
Exterior Wall of Building
Inspector Test to Terminate
in a Smooth Bore Corrosion
Resistant Orfice With a Flow
Equivalent to One Sprinkler
NOTE: Access Panel Shall have sign
Indicating Inspector Test
CPVC HANGERS
NO SCALE
TOLCO FIG. 24
DOUBLE-FASTENER
SIDE-MOUNT HANGER
(OR EQUAL)
SELF-DRILLING
HEX HEAD SCREW
TOLCO FIG. 23
DOUBLE-FASTENER
STRAP TYPE HANGER
(OR EQUAL)
TOLCO FIG. 28M
OFFSET HANGER
(OR EQUAL)
TOLCO FIG. 22
SINGLE-FASTENER
STRAP-TYPE HANGER
(OR EQUAL)
TOLCO FIG. 28
DOUBLE-FASTENER
STAND-OFF HANGER
(OR EQUAL)
TOLCO FIG. 29
DOUBLE-FASTENER
DOUBLE OFFSET HANGER
(OR EQUAL)
CPVC HANGER SPACING
PIPE SIZE
11/4"
1"
MAXIMUM SUPPORT SPACING
6'-6"
6'-0"
2"8'-0"
11/2"7'-0"
www.cadmando.co.uk
These blocks were brought to you by CADB locksFree.com.For all of your 2D & 3D CA D outsource requirements visit us:
C A D M A N D O
www.cadblocksfree.com
COVER WITH HINGED LID
FINISHED GRADE
DISC-TYPE WATER METER
PLUG VALVE(TYP.)UNION(TYP.)
SPRINKLER PIPEINSULATION
BOTTOM CORD OF ROOF TRUSS
OR CEILING JOIST
PIPE INSULATION DETAIL
Water Supply Information
Static Pressure:
Residual Pressure:
Residual Flow:
Additional Hose Flow:
74.03 psi
68.85 psi
34 GPM
0 GPM
IN
S
P
E
C
T
O
R
S
T
E
S
T
1" RISER
NOTIFICATION DEVICE BY OTHERS
1 1/2"
4' -1"
1
1
/
2
"
30
'
-
0"
1"
2' -0"1" x 11' -2"1" x 2' -10"1"
2' -8"
1"
2' -8"
1"
11' -10"
1"
5' -2"
1"
4' -4"
1"
7' -5"
1"
10' -3"
1"
11' -5"
1"
6' -9"
1"
5'
-
9"
1"
6' -6"
1"
0' -8"
1"
0' -8"
1"
1' -7"
1"
7' -0"
1"
7' -3"
1"
10' -0"
1"
3' -11"
1"
4' -10"
1"
14' -0"
1"
14' -0"
1"
5' -11"
1"
1' -7"
1"
12
'
-
0"
1"
9'
-
6"
1"
7'
-
9"
1"
10
'
-
9"
1"
12
'
-
0"
1"
1' -8"
1"
8'
-
6"
1"
1' -8"
1"
1' -8"
1"
2' -11"
1"
8'
-
6"
1"
5'
-
10
"
1"
1' -5"
1"
4'
-
3"
1"
3'
-
0"
1"
11
'
-
0"
1"
1' -6"
1"
12
'
-
6"
1"
16' -0"
1"
16' -0"
1"
16' -0"
1"
4' -6"
1"
2' -8"
1"
6'
-
0"
1"
2'
-
1"
1"
12' -0"
1"
13' -7"
1"
13' -7"
1"
12' -0"
1"
3'
-
11
"
1"
6'
-
1"
1"
4' -6"
1"
4' -6"
1"
4' -6"
1"
8' -10"
1"
7' -4"
1"
10' -7"
1"
10' -7"
1"
8'
-
9"
1"
1' -5"
1"
3'
-
6"
1"
4' -4"
1"
4' -4"
1"
6' -2"
1"
1' -5"
1"
5' -4"
1"
16
'
-
0"
1"
6' -0"
1"
9' -3"
1"
3'
-
6"
1"
12
'
-
0"
1"
13
'
-
6"
1"
11
'
-
0"
1"
6' -0"
1"
6' -0"
1"
6' -0"
1"
5' -9"
1"
6'
-
0"
1"
9'
-
3"
1"
0' -6"
1"
3' -2"
1"
2' -9"
1"
5' -9"
1"
6' -0"1"
4' -9"
1"
7' -9"
1"
10' -11"
1"
4' -4"
1"
2' -10"
1"
6' -8"
1"
2' -0"
1"
7'
-
0"
1"
3' -11"
1"
9' -4"
1"
6'
-
9"
1"
1' -2"
1"
3' -2"
1"
3' -0"
1"
7'
-
5"
1"
1' -8"
1"
3' -11"
1"
5'
-
3"
1"
6'
-
6"
1"
10' -10"
1"
10' -4"
1"
10' -10"
1"
2' -7"1"
6'
-
4"
1"
4'
-
11
"
1"
5'
-
2"
1"
13
'
-
1"
1"
1' -0"
1"
1' -6"
1"
1' -0"
1"
13
'
-
1"
1"
1' -0"
1"
1' -6"
1"
1' -0"
1"
13
'
-
2"
1"
1' -0"
1"
1' -5"
1"
1' -0"1" x 3' -0"1" x 3' -0"1"
2' -7"
1"
8'
-
2"
1"
0' -10"
1"
6' -6"
1"
0' -9"
1"
0' -9"
1"
6' -6"
1"
1' -9"
1"
5'
-
3"
1"
5'
-
1"
1"
4'
-
7"
1"
11' -3"1" x 3' -0"1"
4' -9"
1"
5'
-
1"
1"
4'
-
7"1" x 3' -0"1"
5'
-
1"
1"
4'
-
7"
1"
4' -8"1" x 3' -0"1"
7' -4"
1"
7' -8"
1"
3' -9"
1"
2' -0"
1"
11
'
-
2"
1"
0' -11"
1"
5'
-
4"
1"
7' -1"
1"
16
'
-
0"
1"
0' -10"
1"
6' -0"
1"
8'
-
5"
1"
6' -0"
1"
6' -0"
1"
6' -0"
1"
17' -10"
1"
9' -2"
1"
12' -0"
1"
16
'
-
0"
1"
5' -5"
1"
6' -0"
1"
8'
-
5"
1"
6' -0"
1"
6' -0"
1"
3' -0"
BUNK
RM
10'-0"
REC
RM
10'-0"
BED 2
10'-0"
BATH
10'-0:
BED 1
10'-0"
BATH
10'-0"
GUEST 1
LIVING
10'-0"
COURTYARD
GUEST 2
LIVING
10'-0"
BED 1
10'-0"
GARAGE
10'-0"
GOLF CART
10'-0"
LNDRY
10'-0"
BED 3
10'-0"
BATH
10'-0"
OFFICE
10'-0"
GOLF
SIMULATOR
10'-0"
KITCHEN
13'-0"
GREAT
ROOM
13'-0"
EQ
10'-0"
PAN
10'-0"
BATH
10'-0"
CL
10'-0"
BED 2
10'-0"OWNER
SUITE
10'-0"
BATH
10'-0"
HIS
HER'sPOWDER
STOR
VERANDA
PATIO
STOR
CL
1"
1' -5"
1"
6'
-
0"
1"
1' -6"
1"
1' -2"
Calc-2
Calc-1
Remote area number:
Occupancy classification:
Density:
Area of application:
Total water required
(including hose streams):
@ a required
system pressure
of:
Fire Protection System Demand:
No. of sprinklers calculated:
Inside Hose Streams:
Outside Hose
Streams:
Calc-2
R-3
2
0.05 Gpm/SqFt
512 Max SqFt
31.0023 GPM
35.8422 Psi
5 GPM
0 GPM
BOR TOR
DOM
7
6 1
4
2
3
Remote area number:
Occupancy classification:
Density:
Area of application:
Total water required
(including hose streams):
@ a required
system pressure
of:
Fire Protection System Demand:
No. of sprinklers calculated:
Inside Hose Streams:
Outside Hose
Streams:
Calc-1
R-3
2
0.05 Gpm/SqFt
512 sf
31.0023 GPM
39.5228 Psi
5 GPM
0 GPM
8 12
11
109
Fire Sprinkler Riser Detail
TOR
BOR
Domestic
Supply
Check
Flow Control
1" CPVC
Flow Switch Note Wiring by Others
300psi Gage
Sprinkler Box with Wrench & two
Sprinkler Heads Each Type
1/2" Drain to
Outside
1"
1"
1-1/2" PVC UG BY OTHERS
Notification Device
Wired by Others
not to scale
Module Must Connect to the Multi
Station Smoke Alarm System and
the Fire Sprinkler Flow Switch
( all wiring by others )
jd@jdmechanical.co
Scale
Project number
Date
Drawn by
Checked by
82
5
7
9
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(7
6
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7
7
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2
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C-16
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1
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1
4
1
ME
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As indicated
11
/
1
5
/
2
0
2
2
8
:
5
4
:
5
7
A
M
FP-2
Piping Plan
Project Number
LOT 61B
06-30-22
JA
JD
MO
O
N
B
E
A
M
D
R
E
A
M
S
TH
E
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A
D
I
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9
2
2
5
3
1/8" = 1'-0"1 Piping Plan
Sprinkler Schedule
No. of
Sprklrs Description
SIN
(Hydratec)K-Factor
Orifice
Size Temp
83 Senju1/2 Light Concealed Temperature -162 Finish - B Quick Response Model - Mirage
SIN - SS8464 K Factor - 4.9
SS8464 4.9 1/2" 162 °F
10 Senju 1/2 Light Pendent Temperature -205 Finish - C Special Response Model -
Micromatic SIN - SS8464 K Factor - 4.9
SS8464 4.9 1/2" 205 °F
: 93
Total No. of Sprinklers: 93
WH
BUNK
RM
10'-0"
REC
RM
10'-0"
BED 2
10'-0"
BATH
10'-0:
BED 1
10'-0"
BATH
10'-0"
GUEST 1
LIVING
10'-0"
COURTYARD
GUEST 2
LIVING
10'-0"
BED 1
10'-0"
GARAGE
10'-0"
GOLF CART
10'-0"
LNDRY
10'-0"
BED 3
10'-0"
BATH
10'-0"
OFFICE
10'-0"
GOLF
SIMULATOR
10'-0"
KITCHEN
13'-0"
GREAT
ROOM
13'-0"
EQ
10'-0"
PAN
10'-0"
BATH
10'-0"
CL
10'-0"
BED 2
10'-0"OWNER
SUITE
10'-0"
BATH
10'-0"
HIS
HER'sPOWDER
STOR
VERANDA
PATIO
STOR
CL
3' - 11"12' - 1"3' - 10"
5' - 6"14' - 11"15' - 1"5' - 6"
4'
-
6
"
14
'
-
1
1
"
14
'
-
8
"
4'
-
9
"
4'
-
6
"
5'
-
3
"
3' - 1"12' - 0"4' - 9"
3'
-
8
"
15
'
-
1
1
"
3'
-
0
"
5'
-
1
0
"
11
'
-
2
"
5'
-
0
"
5'
-
1
"
5'
-
0
"
3'
-
0
"
3'
-
0
"
2'
-
4
"
11
'
-
1
1
"
2'
-
3
"
0'
-
1
1
"
5'
-
2
"
2'
-
7
"
10
'
-
9
"
4'
-
6
"
7' - 11"7' - 1"
3' - 5"11' - 9"8' - 8"7' - 2"
14
'
-
0
"
14
'
-
0
"
14
'
-
0
"
6'
-
3
"
4' - 5"16' - 0"4' - 2"
8' - 0"8' - 0"
3'
-
1
0
"
3' - 1"
5' - 3"11' - 11"5' - 2"
7'
-
3
"
7'
-
3
"
7'
-
9
"
7'
-
9
"
4'
-
0
"
10
'
-
0
"
6'
-
0
"
1' - 6"13' - 8"1' - 11"
3' - 1"11' - 11"2' - 11"
3'
-
5
"
13
'
-
9
"
12
'
-
1
"
8'
-
3
"
3'
-
0
"
4' - 0"12' - 1"3' - 5"
3'
-
5
"
16
'
-
0
"
3'
-
3
"
4' - 6"8' - 7"12' - 0"4' - 2"
7' - 7"7' - 6"
3' - 0"3' - 1"
2'
-
1
0
"
2'
-
8
"
6'
-
1
"
5'
-
0
"
3'
-
6
"
3'
-
6
"
4' - 0"4' - 0"
7' - 9"7' - 8"2' - 3"14' - 0"2' - 3"
4'
-
8
"
12
'
-
1
"
11
'
-
9
"
3'
-
0
"
7' - 9"15' - 11"7' - 9"
2' - 3"14' - 0"9' - 3"
6' - 9"4' - 8"
4'
-
5
"
6'
-
5
"
3'
-
5
"
4'
-
5
"
6' - 9"6' - 8"
7'
-
4
"
14
'
-
5
"
5'
-
9
"
3'
-
0
"
16
'
-
0
"
3'
-
0
"
1-1/2" PVC UNDERGROUND BY OTHERS
1 1/2"
4' -1"
1
1
/
2
"
30
'
-
0"
1 1/2"
70' -0"
1
1
/
2
"
8'
-
8"
1"
2' -0"1" x 11' -2"1" x 2' -10"1"
9'
-
6"
1"
16' -0"
1"
4' -6"
1"
2' -8"
BED 1
10'-0"
1-1/2" WATER METER Supply Point
WM
5
BOR TOR
DOM
jd@jdmechanical.co
Scale
Project number
Date
Drawn by
Checked by
82
5
7
9
F
l
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W
a
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S
u
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t
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D
In
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i
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C
a
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9
2
2
0
1
(7
6
0
)
7
7
5
-62
2
0
C-16
L
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#
1
0
2
0
1
4
1
ME
C
H
A
N
I
C
A
L
IN
C
1/8" = 1'-0"
11
/
1
5
/
2
0
2
2
8
:
5
5
:
3
5
A
M
FP-3
RCP
Project Number
LOT 61B
06-30-22
JA
JD
MO
O
N
B
E
A
M
D
R
E
A
M
S
TH
E
M
A
D
I
S
O
N
C
L
U
B
LO
T
6
1
B
La
Q
u
i
n
t
a
,
C
a
.
9
2
2
5
3
1/8" = 1'-0"1 RCP
Sprinkler Schedule
No. of
Sprklrs Description
SIN
(Hydratec)K-Factor
Orifice
Size Temp
83 Senju1/2 Light Concealed Temperature -162 Finish - B Quick Response Model - Mirage
SIN - SS8464 K Factor - 4.9
SS8464 4.9 1/2" 162 °F
10 Senju 1/2 Light Pendent Temperature -205 Finish - C Special Response Model -
Micromatic SIN - SS8464 K Factor - 4.9
SS8464 4.9 1/2" 205 °F
: 93
Total No. of Sprinklers: 93
1/8" = 1'-0"2 UG
JD Mechanical Fire
82579 Fleming Way Suite D
Your Street Address 2
Indio, Ca. 92201
760-775-6220
Job Name : Moonbeam Dreams
Drawing :
Location :
Remote Area :
Contract :
Data File : Moonbeam Dreams Area Calc-1.WXF
Computer Programs by Hydratec Inc. Revision: 50.54.4
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JD Mechanical Fire Page 3
Moonbeam Dreams Date
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
5 78.0 70 32.0 70.455 31.0 39.523
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
8 10.19 4.9 7.04 13.0 0.05 256
9 11.0 7.05
10 11.0 7.14
11 11.0 12.05
3 11.0 16.89
4 11.0 21.11
TOR 11.0 27.13
DOM -0.16 33.31 5.0
BOR -3.0 36.04
5 -3.0 39.52
12 10.19 4.9 7.04 13.0 0.05 256
7 11.0 20.76
Flow Summary - NFPA
Computer Programs by Hydratec Inc. Revision: 50.54.4
JD Mechanical Fire Page 4
Moonbeam Dreams Date
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe ******* Notes ******
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
8 10.19 4.90 13.00 1 N 7.0 3.810 150 7.040
to R 1.0 8.000 -0.351
9 11 13.0 1.101 11.810 0.0307 0.362 Vel = 4.38
9 11 0.0 1 3.000 150 7.051
to 0.0
10 11 13.0 1.101 3.000 0.0307 0.092 Vel = 4.38
10 11 13.00 1 4O 20.0 24.400 150 7.143
to 20.000 0.0
11 11 26.0 1.101 44.400 0.1106 4.910 Vel = 8.76
11 11 -13.73 1 3N 21.0 117.490 150 12.053
to 12R 12.0 58.000 0.0
3 11 12.27 1.101 5O 25.0 175.490 0.0275 4.833 Vel = 4.13
3 11 0.0 1 2O 10.0 124.210 150 16.886
to 12R 12.0 29.000 0.0
4 11 12.27 1.101 N 7.0 153.210 0.0275 4.219 Vel = 4.13
4 11 13.73 1 3R 3.0 39.470 150 21.105
to O 5.0 15.000 0.0
TOR 11 26.0 1.101 N 7.0 54.470 0.1106 6.023 Vel = 8.76
TOR 11 0.0 1 R 1.0 11.160 150 27.128
to 1.000 4.833
DOM -0.16 26.0 1.101 12.160 0.1106 1.345 Vel = 8.76
DOM -0.16 + 5.00 5.00 1 N 7.0 2.840 150 33.306
to 7.000 1.230
BOR -3 31.0 1.101 9.840 0.1530 1.506 Vel = 10.45
BOR -3 0.0 1.5 3N 27.0 112.510 150 36.042
to 27.000 0.0
5 -3 31.0 1.598 139.510 0.0250 3.481 Vel = 4.96
0.0
5 31.00 39.523 K Factor = 4.93
12 10.19 4.90 13.00 1 N 7.0 6.810 150 7.040
to R 1.0 8.000 -0.351
10 11 13.0 1.101 14.810 0.0307 0.454 Vel = 4.38
0.0
10 13.00 7.143 K Factor = 4.86
11 11 13.74 1 5N 35.0 171.440 150 12.053
to 15R 15.0 85.000 0.0
7 11 13.74 1.101 7O 35.0 256.440 0.0340 8.707 Vel = 4.63
7 11 0.0 1 O 5.0 5.170 150 20.760
to 5.000 0.0
4 11 13.74 1.101 10.170 0.0339 0.345 Vel = 4.63
0.0
4 13.74 21.105 K Factor = 2.99
Final Calculations : Hazen-Williams
Computer Programs by Hydratec Inc. Revision: 50.54.4
JD Mechanical Fire
82579 Fleming Way Suite D
Your Street Address 2
Indio, Ca. 92201
760-775-6220
Job Name : Moonbeam Dreams
Drawing :
Location : 53325 Humboldt Blvd
Remote Area : Calc-2
Contract :
Data File : Moonbeam Dreams Area Calc-2.WXF
Computer Programs by Hydratec Inc. Revision: 50.54.4
JD Mechanical Fire Page 1
Moonbeam Dreams Date
10
20
30
40
E 50
R 60
U 70
S 80
S 90
E 100
R 110
P 120
130
140
150
10 20 30 40 50 60 70 80 90
FLOW ( N ^ 1.85 )
City Water Supply:Demand:
C1
C2
C1 - Static Pressure : 78
C2 - Residual Pressure: 70
C2 - Residual Flow : 32
D1 - Elevation : 5.713
D2 - System Flow : 31.002
D2 - System Pressure : 35.842
Hose ( Demand ) : _______
D3 - System Demand : 31.002
Safety Margin : 34.613
D1
D2
Water Supply Curve
Computer Programs by Hydratec Inc. Revision: 50.54.4
JD Mechanical Fire Page 2
Moonbeam Dreams Date
Fitting Legend
Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24
N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0
O * CPVC Tee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0
R * CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with *. The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a * will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Fittings Used Summary
Computer Programs by Hydratec Inc. Revision: 50.54.4
JD Mechanical Fire Page 3
Moonbeam Dreams Date
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
5 78.0 70 32.0 70.455 31.0 35.842
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
1 10.19 4.9 7.04 13.0 0.05 256
2 11.0 7.14
3 11.0 10.02
4 11.0 17.42
TOR 11.0 23.45
DOM -0.16 29.63 5.0
BOR -3.0 32.36
5 -3.0 35.84
6 10.19 4.9 7.04 13.0 0.05 256
7 11.0 17.25
Flow Summary - NFPA
Computer Programs by Hydratec Inc. Revision: 50.54.4
JD Mechanical Fire Page 4
Moonbeam Dreams Date
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftngs Pe ******* Notes ******
Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf
1 10.19 4.90 13.00 1 R 1.0 6.810 150 7.040
to N 7.0 8.000 -0.351
2 11 13.0 1.101 14.810 0.0307 0.454 Vel = 4.38
2 11 13.00 1 2O 10.0 16.000 150 7.143
to 10.000 0.0
3 11 26.0 1.101 26.000 0.1106 2.875 Vel = 8.76
3 11 -9.37 1 2O 10.0 124.210 150 10.018
to 12R 12.0 29.000 0.0
4 11 16.63 1.101 N 7.0 153.210 0.0483 7.407 Vel = 5.60
4 11 9.37 1 3R 3.0 39.470 150 17.425
to O 5.0 15.000 0.0
TOR 11 26.0 1.101 N 7.0 54.470 0.1106 6.023 Vel = 8.76
TOR 11 0.0 1 R 1.0 11.160 150 23.448
to 1.000 4.833
DOM -0.16 26.0 1.101 12.160 0.1105 1.344 Vel = 8.76
DOM -0.16 + 5.00 5.00 1 N 7.0 2.840 150 29.625
to 7.000 1.230
BOR -3 31.0 1.101 9.840 0.1532 1.507 Vel = 10.45
BOR -3 0.0 1.5 3N 27.0 112.510 150 32.362
to 27.000 0.0
5 -3 31.0 1.598 139.510 0.0249 3.480 Vel = 4.96
0.0
5 31.00 35.842 K Factor = 5.18
6 10.19 4.90 13.00 1 N 7.0 6.810 150 7.040
to R 1.0 8.000 -0.351
2 11 13.0 1.101 14.810 0.0307 0.454 Vel = 4.38
0.0
2 13.00 7.143 K Factor = 4.86
3 11 9.38 1 27R 27.0 288.930 150 10.018
to 8N 56.0 143.000 0.0
7 11 9.38 1.101 12O 60.0 431.930 0.0168 7.236 Vel = 3.16
7 11 0.0 1 O 5.0 5.170 150 17.254
to 5.000 0.0
4 11 9.38 1.101 10.170 0.0168 0.171 Vel = 3.16
0.0
4 9.38 17.425 K Factor = 2.25
Final Calculations : Hazen-Williams
Computer Programs by Hydratec Inc. Revision: 50.54.4
WH
INSPECTOR TEST DETAIL
5'
1" Ball Valve Access Panel
(By Others)
Exterior Wall of Building
Inspector Test to Terminate
in a Smooth Bore Corrosion
Resistant Orfice With a Flow
Equivalent to One Sprinkler
NOTE: Access Panel Shall have sign
Indicating Inspector Test
CPVC HANGERS
NO SCALE
TOLCO FIG. 24
DOUBLE-FASTENER
SIDE-MOUNT HANGER
(OR EQUAL)
SELF-DRILLING
HEX HEAD SCREW
TOLCO FIG. 23
DOUBLE-FASTENER
STRAP TYPE HANGER
(OR EQUAL)
TOLCO FIG. 28M
OFFSET HANGER
(OR EQUAL)
TOLCO FIG. 22
SINGLE-FASTENER
STRAP-TYPE HANGER
(OR EQUAL)
TOLCO FIG. 28
DOUBLE-FASTENER
STAND-OFF HANGER
(OR EQUAL)
TOLCO FIG. 29
DOUBLE-FASTENER
DOUBLE OFFSET HANGER
(OR EQUAL)
CPVC HANGER SPACING
PIPE SIZE
11/4"
1"
MAXIMUM SUPPORT SPACING
6'-6"
6'-0"
2"8'-0"
11/2"7'-0"
www.cadmando.co.uk
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COVER WITH HINGED LID
FINISHED GRADE
DISC-TYPE WATER METER
PLUG VALVE(TYP.)UNION(TYP.)
SPRINKLER PIPEINSULATION
BOTTOM CORD OF ROOF TRUSS
OR CEILING JOIST
PIPE INSULATION DETAIL
Water Supply Information
Static Pressure:
Residual Pressure:
Residual Flow:
Additional Hose Flow:
74.03 psi
68.85 psi
34 GPM
0 GPM
IN
S
P
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C
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S
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1" RISER
NOTIFICATION DEVICE BY OTHERS
1 1/2"
4' -1"
1
1
/
2
"
30
'
-
0"
1"
2' -0"1" x 11' -2"1" x 2' -10"1"
2' -8"
1"
2' -8"
1"
11' -10"
1"
5' -2"
1"
4' -4"
1"
7' -5"
1"
10' -3"
1"
11' -5"
1"
6' -9"
1"
5'
-
9"
1"
6' -6"
1"
0' -8"
1"
0' -8"
1"
1' -7"
1"
7' -0"
1"
7' -3"
1"
10' -0"
1"
3' -11"
1"
4' -10"
1"
14' -0"
1"
14' -0"
1"
5' -11"
1"
1' -7"
1"
12
'
-
0"
1"
9'
-
6"
1"
7'
-
9"
1"
10
'
-
9"
1"
12
'
-
0"
1"
1' -8"
1"
8'
-
6"
1"
1' -8"
1"
1' -8"
1"
2' -11"
1"
8'
-
6"
1"
5'
-
10
"
1"
1' -5"
1"
4'
-
3"
1"
3'
-
0"
1"
11
'
-
0"
1"
1' -6"
1"
12
'
-
6"
1"
16' -0"
1"
16' -0"
1"
16' -0"
1"
4' -6"
1"
2' -8"
1"
6'
-
0"
1"
2'
-
1"
1"
12' -0"
1"
13' -7"
1"
13' -7"
1"
12' -0"
1"
3'
-
11
"
1"
6'
-
1"
1"
4' -6"
1"
4' -6"
1"
4' -6"
1"
8' -10"
1"
7' -4"
1"
10' -7"
1"
10' -7"
1"
8'
-
9"
1"
1' -5"
1"
3'
-
6"
1"
4' -4"
1"
4' -4"
1"
6' -2"
1"
1' -5"
1"
5' -4"
1"
16
'
-
0"
1"
6' -0"
1"
9' -3"
1"
3'
-
6"
1"
12
'
-
0"
1"
13
'
-
6"
1"
11
'
-
0"
1"
6' -0"
1"
6' -0"
1"
6' -0"
1"
5' -9"
1"
6'
-
0"
1"
9'
-
3"
1"
0' -6"
1"
3' -2"
1"
2' -9"
1"
5' -9"
1"
6' -0"1"
4' -9"
1"
7' -9"
1"
10' -11"
1"
4' -4"
1"
2' -10"
1"
6' -8"
1"
2' -0"
1"
7'
-
0"
1"
3' -11"
1"
9' -4"
1"
6'
-
9"
1"
1' -2"
1"
3' -2"
1"
3' -0"
1"
7'
-
5"
1"
1' -8"
1"
3' -11"
1"
5'
-
3"
1"
6'
-
6"
1"
10' -10"
1"
10' -4"
1"
10' -10"
1"
2' -7"1"
6'
-
4"
1"
4'
-
11
"
1"
5'
-
2"
1"
13
'
-
1"
1"
1' -0"
1"
1' -6"
1"
1' -0"
1"
13
'
-
1"
1"
1' -0"
1"
1' -6"
1"
1' -0"
1"
13
'
-
2"
1"
1' -0"
1"
1' -5"
1"
1' -0"1" x 3' -0"1" x 3' -0"1"
2' -7"
1"
8'
-
2"
1"
0' -10"
1"
6' -6"
1"
0' -9"
1"
0' -9"
1"
6' -6"
1"
1' -9"
1"
5'
-
3"
1"
5'
-
1"
1"
4'
-
7"
1"
11' -3"1" x 3' -0"1"
4' -9"
1"
5'
-
1"
1"
4'
-
7"1" x 3' -0"1"
5'
-
1"
1"
4'
-
7"
1"
4' -8"1" x 3' -0"1"
7' -4"
1"
7' -8"
1"
3' -9"
1"
2' -0"
1"
11
'
-
2"
1"
0' -11"
1"
5'
-
4"
1"
7' -1"
1"
16
'
-
0"
1"
0' -10"
1"
6' -0"
1"
8'
-
5"
1"
6' -0"
1"
6' -0"
1"
6' -0"
1"
17' -10"
1"
9' -2"
1"
12' -0"
1"
16
'
-
0"
1"
5' -5"
1"
6' -0"
1"
8'
-
5"
1"
6' -0"
1"
6' -0"
1"
3' -0"
BUNK
RM
10'-0"
REC
RM
10'-0"
BED 2
10'-0"
BATH
10'-0:
BED 1
10'-0"
BATH
10'-0"
GUEST 1
LIVING
10'-0"
COURTYARD
GUEST 2
LIVING
10'-0"
BED 1
10'-0"
GARAGE
10'-0"
GOLF CART
10'-0"
LNDRY
10'-0"
BED 3
10'-0"
BATH
10'-0"
OFFICE
10'-0"
GOLF
SIMULATOR
10'-0"
KITCHEN
13'-0"
GREAT
ROOM
13'-0"
EQ
10'-0"
PAN
10'-0"
BATH
10'-0"
CL
10'-0"
BED 2
10'-0"OWNER
SUITE
10'-0"
BATH
10'-0"
HIS
HER'sPOWDER
STOR
VERANDA
PATIO
STOR
CL
1"
1' -5"
1"
6'
-
0"
1"
1' -6"
1"
1' -2"
Calc-2
Calc-1
Remote area number:
Occupancy classification:
Density:
Area of application:
Total water required
(including hose streams):
@ a required
system pressure
of:
Fire Protection System Demand:
No. of sprinklers calculated:
Inside Hose Streams:
Outside Hose
Streams:
Calc-2
R-3
2
0.05 Gpm/SqFt
512 Max SqFt
31.0023 GPM
35.8422 Psi
5 GPM
0 GPM
BOR TOR
DOM
7
6 1
4
2
3
Remote area number:
Occupancy classification:
Density:
Area of application:
Total water required
(including hose streams):
@ a required
system pressure
of:
Fire Protection System Demand:
No. of sprinklers calculated:
Inside Hose Streams:
Outside Hose
Streams:
Calc-1
R-3
2
0.05 Gpm/SqFt
512 sf
31.0023 GPM
39.5228 Psi
5 GPM
0 GPM
8 12
11
109
Fire Sprinkler Riser Detail
TOR
BOR
Domestic
Supply
Check
Flow Control
1" CPVC
Flow Switch Note Wiring by Others
300psi Gage
Sprinkler Box with Wrench & two
Sprinkler Heads Each Type
1/2" Drain to
Outside
1"
1"
1-1/2" PVC UG BY OTHERS
Notification Device
Wired by Others
not to scale
Module Must Connect to the Multi
Station Smoke Alarm System and
the Fire Sprinkler Flow Switch
( all wiring by others )
jd@jdmechanical.co
Scale
Project number
Date
Drawn by
Checked by
82
5
7
9
F
l
e
m
i
n
g
W
a
y
S
u
i
t
e
D
In
d
i
o
C
a
.
9
2
2
0
1
(7
6
0
)
7
7
5
-62
2
0
C-16
L
i
c
e
n
s
e
#
1
0
2
0
1
4
1
ME
C
H
A
N
I
C
A
L
IN
C
As indicated
11
/
1
5
/
2
0
2
2
8
:
5
4
:
5
7
A
M
FP-2
Piping Plan
Project Number
LOT 61B
06-30-22
JA
JD
MO
O
N
B
E
A
M
D
R
E
A
M
S
TH
E
M
A
D
I
S
O
N
C
L
U
B
LO
T
6
1
B
La
Q
u
i
n
t
a
,
C
a
.
9
2
2
5
3
1/8" = 1'-0"1 Piping Plan
Sprinkler Schedule
No. of
Sprklrs Description
SIN
(Hydratec)K-Factor
Orifice
Size Temp
83 Senju1/2 Light Concealed Temperature -162 Finish - B Quick Response Model - Mirage
SIN - SS8464 K Factor - 4.9
SS8464 4.9 1/2" 162 °F
10 Senju 1/2 Light Pendent Temperature -205 Finish - C Special Response Model -
Micromatic SIN - SS8464 K Factor - 4.9
SS8464 4.9 1/2" 205 °F
: 93
Total No. of Sprinklers: 93
12
86
2 Viking 1/2 Light Hazard Concealed Temperature- 165 Finish Quick Response
VK 481 K Factor - 5.6
17555A 5.6 1/2”165 *F