Fire Prevention Standards

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Fire Prevention Standards provide guidance and interpretations of the adopted codes and ordinances enforced by the Victorville Fire Prevention Division.

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COMBINED FIRE STANDARDS DOWNLOAD (PDF)

The downloadable PDF contains the full listing of the Victorville Fire Prevention Standard, A1-W-4. 

A‑1 FIRE APPARATUS ACCESS ROAD DESIGN, CONSTRUCTION, AND MAINTENANCE

A‑1 Fire Prevention Standard Fire Apparatus Access Road Design, Construction, and Maintenance
A‑1 — Fire Prevention Standard

Fire Apparatus Access Road Design, Construction, and Maintenance 

Revision Date: 11-05-2025

Authority

California Fire Code Sections 102.9, 103, and section 104.1.1 authorize the Fire Code Official to adopt policies, procedures, rules, and regulations to clarify the application of the Fire Code and specify requirements not otherwise provided. This standard may be modified with approval of the Fire Code Official.

Purpose

Provide roadways that allow safe, quick, and reliable access by emergency response fire apparatus onto premises to be protected.

Scope

Applies to the design, construction, and maintenance of all new fire apparatus access roads, and to existing facilities when applied at the discretion of the Fire Code Official.

Disclaimer

These standards may change without notice. Whenever applicable statutes, regulations, and standards are updated and adopted, the latest shall apply. Please contact the Victorville Fire Prevention Division at (760) 955‑5227 to determine if these standards have changed. These requirements do not exempt any individual from complying with other applicable state, county, or city codes and standards.

Submittals

The scaled site/plot plan shall include at minimum:

  • Locations of all fire apparatus access roads and turnarounds.
  • Dimensions indicating width, length, and turn radii for all fire access roads.
  • Surfacing specifications (pavement type and thickness); engineer report may be required.
  • Gradient, camber (cross slope), and crown indicated in percent at regular intervals.
  • Locations of any obstructions to fire access roads.
  • Locations of all temporary/permanent structures and outside storage yards.
  • Locations of all fire protection water sources (hydrants, tanks, etc.).
  • Locations of parking, landscaping, walkways, and adjacent areas.
  • Locations of significant hazards (flammables/combustibles, hazardous materials, LPG).

Definitions

Emergency Vehicle Access (EVA)

A passageway developed to allow the passage of fire apparatus; not necessarily for other vehicular traffic.

Fire Apparatus Access Road

A road that provides fire apparatus access from a fire station to a facility, building, structure, or portion thereof; inclusive of terms such as fire lane, public/private street, parking lot, drive aisle, or access roadway.

General

  • All access roads shall meet minimum requirements (width, distance, turnarounds, height limits) or as approved by the Fire Code Official.
  • “Approved route” is measured along a path simulating hose line extension around a structure from an engine parked on the nearest access road, measured 10 ft from road edge/curb; consider fences, planters, structures, topography, elevation changes.

(See Diagram A‑1.1)

Number Required

  1. Residential development: Additional points of access are based on dwelling unit count and roadway length.
    • Single‑family: ≥2 points of access required when serving >30 dwelling units.
    • Multi‑family: ≥2 points of access required when serving >100 dwelling units.
  2. Commercial/Industrial: ≥2 separate points of fire access are required when on‑site access roadways are required.
    • Where constrained, 1 point of access may be allowed if unobstructed (no gates), ≥35 ft wide, serving buildings totaling ≤62,000 sq ft and ≤30 ft or 3 stories in height.
    • Required secondary access may be permitted as EVA with approved gate/barrier.
  3. Separate points of access must be at least one‑half of the diagonal distance of the area served (may be reduced if not converging).
  4. The Fire Code Official may require more than two means of fire access based on congestion, terrain, climate, or other limiting factors.

(See Diagram A‑1.3)

Locations

  1. Provide access roadway along at least one side of every building (the longest side), running parallel to its length; roadway shall be 10–30 ft from the building face (curb/edge to exterior wall/projection).
  2. Additional requirements:
    • <50,000 sq ft and >100 ft depth: access on two sides (one on longest side).
    • ≥50,000 sq ft: access on three sides (two on longest sides).
    • >100,000 sq ft: access on all sides.
    • ≥4 stories: access on all sides.

(See Diagram A‑1.4)

Dimensions

  1. Measure roadway from face of vertical curb, edge of pavement/flow line (rolled curb), or from building exterior wall/projection.
  2. Minimum unobstructed widths:
    • General: ≥26 ft.
    • Residential driveways serving ≤2 single‑family dwellings/accessory structures: ≥12 ft.
    • Buildings ≥3 stories, ≥30 ft high, or >300,000 sq ft: ≥30 ft.
    • Where approved: widths ≥20 ft allowed with 6 ft × 50 ft turnouts spaced ≈ every 600 ft (and at hydrants/needed points).
    • One‑way access/raised medians: unobstructed one‑way width ≥20 ft; median width ≤50 ft unless approved; median breaks/intersections every ≈600 ft.
  3. Vertical clearance: ≥14 ft‑6 in (unobstructed).
  4. Dead‑end roadways:
    • Turnaround required if length >150 ft.
    • Measure length from centerline of intersecting roadway with ≥2 points of access to center point of terminus (cul‑de‑sac/turnaround).
    • Max lengths: 600 ft (residential/commercial); 1,000 ft (industrial).
  5. Parking:
    • No parking if roadway <32 ft wide.
    • 32–<40 ft: parallel parking on one side per City standards.
    • ≥40 ft: parallel parking on both sides; ≥36 ft may allow both sides in higher‑density areas if approved.
    • Perpendicular/diagonal parking must not reduce required 26 ft fire‑access width.

(See Diagrams A‑1.2, A‑1.5, A‑1.6, A‑1.7, A‑1.8)

Surface

  1. All fire access surfaces (except small residential driveways serving ≤2 dwellings/accessories) must support 80,000 lbs GVW (60,000 rear dual axles; 20,000 front axle). Engineering stamp may be required.
  2. Roadways shall be paved (concrete/asphalt); minimum thickness ≥4 in, subject to engineering approval.
  3. Limited alternative surfacing (e.g., Turf Block®, Grass‑crete®) may be used for isolated areas ≤50 ft long and grades ≤2% when approved; clearly signed as EVA.
  4. Where no paved roadways exist (grades ≤8%) and serving only single‑family dwellings/accessory buildings not customarily occupied, approved native/gravel compacted to ≥85% may be used.

Gradient

  1. Max grade generally ≤12%.
  2. May increase to ≤14% for distances ≤500 ft if approved.
  3. Cross‑slope within a road section/turnaround ≤5%.
  4. Change in grade shall not exceed 5% within any 10‑ft section (approach/departure angles).

(See Diagram A‑1.9)

Turning Radius

  1. Two‑way traffic: inside radius ≥19 ft; outside radius ≥45 ft.
  2. One‑way/limited traffic: inside radius ≥19 ft; outside radius ≥36 ft.
  3. Approved turning templates may be used.
  4. A ≥50‑ft straight section must be provided between radius turns (may be modified by template).

(See Diagrams A‑1.10, A‑1.11)

Turnarounds

  1. Required where roadway length >150 ft.
  2. Private driveways/alleys may provide “hammerhead” turnaround per Diagram A‑1.12.
  3. Public/private streets for public access shall terminate in an approved cul‑de‑sac; radius ≥45 ft (≥38 ft may be allowed for higher density with approval).

(See Diagram A‑1.13)

Installation

  1. Required access roads shall be installed to provide all‑weather paved access before combustibles are brought onsite or combustible construction begins.
  2. Secondary points of access (including EVA) shall be installed before the first phase or start of combustible construction; others may be phased with approval.
  3. Before final approval, access roads shall have final asphalt lifts, curbs/gutters, hydrant markers, and approved signage/striping.

Temporary Fire Access Roads

  1. Temporary roads meeting City standards may be installed during construction for up to one (1) year with approval.
  2. Design by a registered professional engineer; plans submitted per this Standard. Materials must provide safe, all‑weather surface meeting applicable requirements.
  3. See City Standard B‑2 for maintenance of temporary access roads.

Maintenance

  1. All access roads shall be maintained unobstructed and drivable at all times.
  2. In snow areas, roads used for fire access shall be cleared and repaired continually.
  3. Landscape vegetation shall be cleared horizontally from edges and vertically to 14 ft‑6 in. Plant selection must not impede firefighting operations or access.
  4. Roadways, cul‑de‑sacs, and turnarounds shall remain free of obstructions, storage, or parked vehicles.

Joint Emergency and Fire Apparatus Access Roads

Access roads passing through multiple parcels or jurisdictions shall comply with City of Victorville municipal ordinances.

Firefighter Access to Buildings

  1. Provide minimum 4‑ft‑0‑in gates/openings in fences, walls, landscaped areas, or obstructions to permit hose line extension from access roadways to buildings.
  2. Provide minimum 4‑ft‑0‑in paved pathways from access roadways to all fire access doors as required for high‑piled storage uses.

Diagrams

Diagram A‑1.1: Route of Travel Around Buildings
DIAGRAM-A-11-ROUTE-OF-TRAVEL-AROUND-BUILDINGS
Diagram A‑1.2: Method of Measuring Cul‑de‑Sac Length
DIAGRAM-A-12 METHOD OF MEASURING CUL-DE-SAC LENGTH
Diagram A‑1.3: Multiple Points of Access
DIAGRAM-A-13 MULTIPLE POINTS OF ACCESS
Diagram A‑1.4: Sides of Building Access
DIAGRAM-A-14 SIDES OF BUILDING ACCESS
DIAGRAM-A-14-2 SIDES OF BUILDING ACCESS 2
Diagram A‑1.5: Roadway Measurement Detail
Diagram-A-15 ROADWAY MEASUREMENT DETAIL
Edge-of-Buildging diagram

Includes curb/edge/flow line references and minimum 26′ measurement examples.

Diagram A‑1.6: Parking on Fire Access Roadways
Diagram-A-16 Fire Lane Parking
Diagram A‑1.7: Roadway Median Breaks
Diagram-A-17 ROADWAY MEDIAN BREAKS

Shows one‑way fire access width (≥20′) and spacing of median breaks (≈600′).

Diagram A‑1.8: Roadway Turnout Details
Diagram-A-18 ROADWAY TURNOUT DETAILS

Turnouts ≥6′ wide × 50′ long; spacing ≈600′ or at hydrants and critical points.

Diagram A‑1.9: Roadway Grade Detail
Diagram-A-19 ROADWAY GRADE DETAIL

Illustrates maximum grade limits and approach/departure angle transitions.

Diagram A‑1.10: Turning Radius Detail
Diagram-A-110 TURNING RADIUS DETAIL


Shows inside/outside radii for one‑way and two‑way conditions.

Diagram A‑1.11: Roadway Curves
DiagramA111 ROADWAY CURVES

Depicts required straight sections between consecutive radius turns.

Diagram A‑1.12: Hammerhead Turnaround Detail
Diagram-A-112 ROADWAY CURVES
Diagram A‑1.13: Cul‑de‑Sac Turnaround Detail
Diagram A-113 CUL-DE-SAC TURNAROUND DETAIL

Standard cul‑de‑sac radius ≥45′; ≥38′ permitted for higher density with approval.

A‑2 FIRE LANE MARKING REQUIREMENTS

A‑2 — Fire Prevention Standard: Fire Lane Marking Requirements
A‑2 — Fire Prevention Standard

Fire Lane Marking Requirements

Revision Date: 11-05-2025

Download PDF(PDF, 388KB)

Authority

California Fire Code Sections 102.9, 103, and section 104.1.1 as amended in section 8.08.04(5) of the City of Victorville Municipal Code provide authority for the Fire Code Official to adopt policies, procedures, rules, and regulations necessary to clarify and apply the Fire Code. Additional requirements may be found in CFC section 503.3 et seq. This standard may be modified with the approval of the Fire Code Official.

Purpose

The purpose of this standard is to establish minimum requirements for the designation of fire lanes in accordance with the California Fire Code (CFC), California Vehicle Code (CVC) §22500 et seq., §22658, and locally adopted amendments.

Scope

This standard applies to all fire lane markings for new construction and development. Existing designated fire access roadways or areas otherwise required for emergency access shall also comply.

Disclaimer

These standards may change without notice. Whenever applicable statutes, regulations, and standards are updated and adopted, the latest shall apply. Please contact the Victorville Fire Prevention Division at (760) 955‑5227 to determine if these standards have changed. These requirements do not exempt any individual from complying with other applicable state, county, or city codes and standards.

Submittals

Fire Department access roads shall be clearly identified on all plan submittals.

When required, a scaled site or plot plan shall include:

  • Locations of access roads, parking areas, fire appliances, and structures.
  • Locations of all required “NO PARKING” signs, striping, and red curbs.
  • Details of signage and striping as required by this standard.

Definitions

Emergency Vehicle Access (EVA)

A passageway intended to provide fire apparatus access.

Fire Apparatus Access Road

A road providing fire apparatus access to a facility or building, including public streets, private streets, parking aisles, and fire access roadways.

Fire Appliance

Equipment provided for Fire Department emergency operations.

Fire Lane

A designated fire access roadway on private property that must remain unobstructed at all times.

General

  • Fire lanes shall be provided adjacent to multifamily, commercial, and industrial access points.
  • Roadways of limited width shall be designated as fire lanes as required.
  • Roadways encircling or providing direct building access shall be designated.
  • Areas within 15 ft of any fire appliance shall be marked as fire lanes.
  • Additional fire lanes may be designated by the Fire Code Official.
  • Fire access roads shall be identified by approved signs, red curbs, or pavement striping.

Signage

  • Signs at least 18" × 12", durable material.
  • Text: “NO PARKING”, “FIRE LANE”, “CVC 22500.1”.
  • Letters: 3" red on white; “CVC 22500.1” in 1" text.
  • 1" red border.
  • Bottom of sign ≥ 7 ft above grade.
  • Within 24" of curb face.
  • Spacing: 50 ft (one side), 100 ft (both sides).
  • Signs within 5 ft of lane ends.

Red Curbing

  • Red, weather‑resistant paint; reflective optional.
  • Lettering: “NO PARKING – FIRE LANE – CVC 22500.1”.
  • 3" white letters on face and top of curb.
  • Spacing: ≤ 50 ft and within 5 ft of lane ends.

Roadway Striping

  • Used where curbs or sign placement is not feasible.
  • Striping ≥ 8" wide, red and white.
  • 6" white letters: “NO PARKING – FIRE LANE” and “CVC 22500.1”.
  • Letter blocks ≤ 50 ft apart and within 5 ft of lane ends.

Provisions for Towing

  • Towing signage required at entrances per CVC §22658.
  • Signs ≥ 18" wide × 24" high, 1" text.
  • Must state towing restrictions and provide enforcement and towing company contact information.

Maintenance of Markings and Signage

All markings and signage on private roadways shall be maintained by the property owner or designated management.

Diagrams

Diagram A‑2.1: “No Parking” Signage Detail
A-21 NO PARKING” SIGNAGE DETAIL
Diagram A‑2.2: Curb Painting Detail
A-22-s CURB PAINTING DETAIL-standard    A-22-r A-22-s CURB PAINTING DETAIL-rolled
Diagram A‑2.3: Roadway Striping Detail
A-23 ROADWAY STRIPING DETAIL
Diagram A‑2.4: Towing Signage Detail
A-24 Towing Signage Detail

A‑3 GATES & OBSTRUCTIONS TO FIRE DEPARTMENT ACCESS

A‑3 — Gates & Obstructions to Fire Department Access
A‑3 — Fire Prevention Standard

Gates & Obstructions to Fire Department Access

Revision Date: 11-05-2025

Download PDF(PDF, 495KB)

Authority

California Fire Code Sections 102.9, 103, and section 104.1.1 as amended in section 8.08.04(5) of the City of Victorville Municipal Code provide that the Fire Code Official has the authority to adopt policies, procedures, rules, and regulations to clarify the application of the Fire Code and to specify requirements not explicitly provided by the Fire Code. For further requirements on this subject, see sections 503.4, 503.5, and 503.6 et seq. of the California Fire Code. This standard may be modified with the approval of the Fire Code Official.

Purpose

The purpose of this standard is to provide guidance for the approved methods of installation and maintenance of gates and other obstructions to Fire Department access.

Scope

This standard applies to all obstructions, access control devices, traffic calming devices, or similar systems within any roadway serving as fire access in all new or existing residential, commercial, and industrial development. This standard does not apply to obstructions within parking aisles that do not serve as fire apparatus access roads.

Disclaimer

These standards may change without notice. Whenever applicable statutes, regulations, and standards are updated and adopted, the latest shall apply. Please contact the Victorville Fire Prevention Division at (760) 955‑5227 to determine if these standards have changed. These requirements do not exempt any individual from complying with other applicable state, county, or city codes and standards.

Submittals

Detailed plans shall be submitted to the Fire Prevention Division for approval and permit prior to the installation of any obstructions, security gates, or other vehicle access control devices or systems. Plans shall contain, at a minimum:

  1. Plot plan showing the locations of all fire department access roads, nearby buildings, fire protection equipment and appliances, means of emergency operation, and location(s) of any proposed gates or other obstructions.
  2. Elevations and cross‑sections of all gates or other obstructions, with dimensions.
  3. Details of the installation and manufacturer’s specification sheets for all materials and associated equipment.
  4. Proposed signage and/or striping on all fire apparatus access roadways as required by City of Victorville Standard A‑1, plus any other important details and information as required by this Standard. Once approved, work shall be inspected by the Fire Department prior to placing the system into operation.

Note: See City of Victorville Standard A‑4 pertaining to Knox® key switches and key boxes.

Definitions

Emergency Vehicle Access (EVA)

A road or other passageway developed to allow the passage of fire apparatus. An EVA is not necessarily intended for vehicular traffic other than fire apparatus.

Speed Bump

A raised portion of roadway that is out of conformance with the minimum criteria in this Standard and not approved by the Fire Department.

Speed Hump

A raised portion of roadway that meets the minimum criteria specified in this Standard and those of the City of Victorville Engineering Department.

Traffic Calming Features

Roadway devices such as bottlenecks, curves, and roundabouts designed to slow the speed of traffic.

General

  1. All obstructions to fire department access shall be installed to provide both emergency ingress and egress. Direction‑limiting devices with no override provision, such as fixed tire spikes, are prohibited.
  2. The total number of obstructions to fire department access or associated systems through which emergency responders must pass to reach any address shall not exceed one unless specifically approved by the Fire Code Official.
  3. The placement of gates or obstructions shall not interfere with the use of fire protection equipment (e.g., fire hydrants, fire department connections, fire sprinkler valves).
  4. All access control devices must be operable by emergency responders with no prior special knowledge, device, or effort.
  5. All obstructions to fire department access that require electrical, hydraulic, or pneumatic power for normal operation shall automatically retract into an open “fail‑open” position upon malfunction or power loss and remain secured open until normal operation is restored.

Manually Operated Security Gates

  1. Access roads designated for Fire Department (EVA) use only may be gated with manually operated gates marked with a sign reading “EMERGENCY AND AUTHORIZED VEHICLES ONLY” per Diagram A‑3.1, in red letters contrasting with the background and visible from all directions of approach. Gates must meet other applicable requirements of the California Fire Code and City of Victorville Fire Department Standards.
  2. Manual gates shall have a means of emergency operation that allows manual operation by one person. Manually operated gates shall be equipped with an approved Knox® padlock or equivalent locking system acceptable to the Fire Department.
  3. Manual gates shall either slide open horizontally or swing inward in the direction of emergency vehicle ingress.
  4. For development other than single‑family dwellings, fire apparatus access openings or driveway approaches serving two‑way vehicular traffic shall provide a minimum clear width of twenty (20) feet when fully open. Where medians or center dividers are present and openings or approaches serve one‑way traffic, a minimum of twelve (12) feet of clear width is required when fully open. One‑way openings or approaches shall be within fifteen (15) feet of each other and meet all requirements of this Standard.
  5. For private driveways serving single‑family dwellings, gates shall have a minimum clear open width of twelve (12) feet and meet all other applicable requirements of this Standard.
  6. Gates providing emergency access to fuel modification zones or wildland areas shall have a minimum clear open width of fifteen (15) feet and meet all other applicable requirements of this Standard.
  7. Parking of vehicles shall not obstruct any entrance or the operation of any gate installed per this Standard. “NO PARKING” signs designed and installed in accordance with City of Victorville Standard A‑3 may be required as directed by the Fire Code Official.
  8. When required by the Fire Code Official, entry gates shall be installed to provide a minimum of forty feet (40') of fire apparatus stacking from the intersecting road. (See Diagram A‑3.2)

Electrically Operated Security Gates

  1. Electrically operated security gates shall meet all requirements of Manually Operated Security Gates and other applicable requirements of the California Fire Code, this section, and all other City of Victorville Fire Department Standards.
  2. Electric gates shall be equipped with an emergency preemption device as an automatic means of opening the gate for emergency access by Fire Department personnel. Location and type of emergency opening devices shall be approved by the Fire Code Official and shall, at minimum, require Opticom® or equivalent sensors and Knox key switches as deemed necessary by the Fire Code Official. (See Diagram A‑3.3)
  3. Preemption devices on electric gates shall override all normal gate operations and completely open the gate(s). After activation, gates shall remain open for a minimum of twenty (20) minutes, after which the controller shall automatically reset and close the gate.
  4. All electric motors operating security gates that obstruct fire department access roadways or systems shall be listed in accordance with ASTM F2200 and UL 325 and shall reach the fully open position in a time not to exceed one (1) second for each one (1) foot of obstructed required width.
  5. A safety loop that prevents the gate from closing on vehicles passing through shall be installed on all electric gates.
  6. An automatic exit loop that activates the gate in the direction of egress shall be installed on all electric gates; or, when approved by the Fire Code Official, an additional preemption device may be installed in the direction of emergency vehicle egress.
  7. Electric gates shall be provided with a manual release to allow manual operation when electrical service is interrupted. A pedestrian gate will be required if the manual release is behind a locked gate that does not fail in the open position.

Removable or Retractable Bollards & Barricades

  1. Bollards and barricades installed across fire apparatus access roads shall be either automatically retractable into an open position or manually removable. Location, type, and design shall be approved by the Fire Code Official prior to installation.
  2. Automatically retractable bollards or barricades shall have an approved means of emergency operation for Fire Department use, installed in a highly visible location.
  3. Manually removable bollards or barricades shall not exceed forty (40) pounds per bollard or barricade. Any padlocks or other security devices installed shall be “break‑away” type and easily forced open.
  4. Bollards and barricades shall be painted bright reflective yellow and have reflective decals for high visibility during hours of darkness.

Speed Humps

  1. Speed humps installed within fire access roadways shall be designed pursuant to this Standard or other recognized equivalent specification; and, if installed on public streets, shall be approved by the City of Victorville Engineering Department. In general, speed humps shall be designed for vehicles at 25 mph, with a minimum width of twelve (12) feet, a maximum height of four (4) inches, and a minimum taper of twenty‑four (24) inches. (See Diagram A‑3.4)
  2. Speed humps shall be spaced no closer than 300 feet apart and shall not be placed within five (5) feet of an intersection or driveway, or within twenty (20) feet of a fire hydrant.
  3. Warning signs as well as reflective pavement markings shall be required per City Standards if speed humps are placed on public streets. Speed humps on private property shall have signage and diagonal pavement “hash” markings as shown in Diagram A‑3.5.
  4. Existing, non‑conforming speed humps (such as speed bumps) will be subject to removal when deemed by the Fire Code Official as a hazard to emergency response vehicles.

Other Traffic Calming Features

  1. Traffic calming features designed to slow the speed of traffic may be utilized, subject to approval by the Fire Code Official. Traffic calming devices shall not restrict the minimum width or turning radius within a Fire Department access route.
  2. When approved, traffic calming devices shall be constructed and maintained per appropriate standards. Plans shall be submitted to the Fire Prevention Division for review and approval prior to any construction.

Maintenance of Obstructions

  1. To ensure proper maintenance, a copy of a maintenance contract for automatic devices and systems shall be supplied to the Fire Prevention Division for review. Regular inspections of equipment, at a minimum bi‑annual basis, shall be performed and records kept on file for Fire Prevention Division review.
  2. The property owner and/or owners’ association shall be responsible for maintaining all equipment. All system components shall be maintained in an operative condition at all times and replaced or repaired when defective.
  3. The Fire Prevention Division has authority to perform inspections to ensure proper maintenance and integrity of systems or equipment on an as‑needed basis.

Diagrams

Diagram A‑3.1: “EMERGENCY AND AUTHORIZED VEHICLES ONLY” Sign Detail
A-31 EMERGENCY VEHICLES ONLY” SIGN DETAIL
Diagram A‑3.2: Entry Gate Stacking (Minimum 40' from Intersecting Road)
A-32 ENTRY GATE STACKING
Diagram A‑3.3: Electrically Operated Gate (Opticom® / Knox® Preemption)
A-33 ELECTRICALLY OPERATED GATE
Diagram A‑3.4: Speed Hump Geometry
A-34 SPEED HUMP
Diagram A‑3.5: Speed Hump Striping (Top View)
A-35 SPEED HUMP STRIPING

A‑4 FIRE DEPARTMENT ACCESS KEY BOXES

A‑4 — Fire Department Access Key Boxes
A‑4 — Fire Prevention Standard

Fire Department Access Key Boxes

Revision Date:11-05-2025

download PDF(PDF, 322KB)

Authority

California Fire Code Sections 102.9, 103, and section 104.1.1 as amended in section 8.08.04(5) of the City of Victorville Municipal Code provides authority for the Fire Code Official to adopt policies, procedures, rules, and regulations necessary to clarify and apply the Fire Code. For further requirements, see section 506 et seq. of the California Fire Code. This standard may be modified with the approval of the Fire Code Official.

Purpose

This standard provides guidance for the approved methods of installation and maintenance of fire personnel access key boxes for buildings within the scope of this standard.

Scope

This standard applies to all fire personnel access key boxes installed on all new and existing residential, commercial, and industrial developments and structures, as determined by the Fire Code Official.

Disclaimer

These standards may change without notice. Whenever applicable statutes, regulations, and standards are updated and adopted, the latest shall apply. Please contact the Victorville Fire Prevention Division at (760) 955‑5227 to determine if these standards have changed. These requirements do not exempt any individual from complying with other applicable state, county, or city codes and standards.

An application shall be made to the Fire Prevention Division for approval and installation of all key box devices. Applications shall include:

  1. Plot plan to scale (minimum 8½″ × 11″), showing all buildings, fire access roads, and key box locations.
  2. Sizes and types of all key boxes or access devices.
  3. Verification of ordering through knoxbox.com, ensuring “California” and “Victorville Fire Dept” are selected.

Definitions

Key Box

An approved secure device with a lock operable only by a Fire Department master key and containing building entry keys, access cards, and other required items. The terms key box and Knox® box are interchangeable for this standard.

General

  1. All newly constructed or retrofitted buildings with sprinkler systems, fire alarm systems, or both shall have at least one exterior key box installed.
  2. Key boxes shall be recessed‑mounted with a hinged door unless retrofit conditions justify surface mounting as approved by the Fire Code Official.
  3. Key boxes shall be purchased exclusively from the approved vendor, the Knox® Company.
  4. Key boxes shall be installed 5–6 feet above grade and within 10 feet of the main entrance door unless approved otherwise. (See Diagram A‑4.1)
  5. Boxes must be sized to hold all required keys, cards, or entry devices needed to access all protected areas of the building.
  6. Key boxes shall not be installed on gates unless specifically approved. For Knox® gate locks, see Standard A‑3.
  7. For existing buildings, see “Retrofits on Existing Buildings.”
  8. For multi‑tenant or high‑rise buildings, see “Special Situations.”

Contents

  1. At least one key or access card for all of the following:
    • Locked doors for all entry points
    • Locked electrical, mechanical, and utility rooms
    • Fire control rooms and sprinkler riser rooms
    • Fire Alarm Control Panels (FACPs)
    • Elevator control rooms, panels, and firefighter recall systems
    • Any additional areas specified by the Fire Code Official
  2. For buildings over 100,000 sq ft or over 3 stories, multiple master key sets may be required. All keys must be permanently labeled.
  3. For multifamily or multi‑tenant buildings, master keys shall be provided to reduce the number of access devices.

Monitoring

  1. Key boxes shall not be connected to or monitored by fire alarm systems.
  2. With approval, key boxes may be monitored by security systems. A sticker identifying the monitoring company must be provided.
  3. The method of attachment or securing must not interfere with fast, safe operation of the box.

Inspections & Maintenance

  1. The Fire Prevention Division will inspect and secure key boxes upon installation and periodically thereafter.
  2. Owners or representatives are responsible for maintaining operability and ensuring keys/devices are current.
  3. Owners must ensure all keys and access items open all required locations at all times.

Retrofits on Existing Buildings

  1. A key box shall be installed on existing buildings when required by the Fire Code Official under any of the following conditions:
    • Emergency access is significantly delayed or difficult.
    • Forcible entry would cause avoidable damage.
  2. Surface‑mounted boxes are permitted for retrofits when recessed mounting is not feasible.

Special Situations

  1. Buildings with multiple tenant spaces and no main entry shall have a key box near the FACP, riser room, or other required location.
  2. Key boxes shall not be installed on columns, architectural projections, or locations where visibility or security is compromised.
  3. Buildings with entrance separation over 500 ft shall have a key box at each main entrance.
  4. 24‑hour staffed facilities may request a written waiver; approval is at the discretion of the Fire Code Official.
  5. Large buildings may store master keys in an interior vault; the exterior key box shall contain keys to that vault.

Diagrams

Diagram A‑4.1: Knox® Box Mounting Height
A-41 KNOX BOX MOUNTING HEIGHT

B-1 PREMISE AND BUILDING IDENTIFICATION AND ADDRESSING

B‑1 Premise and Building Identification and Addressing
B‑1 — Fire Prevention Standard

Premise and Building Identification and Addressing

Revision Date: 11‑05‑25

Download PDF(PDF, 462KB)

Authority

California Fire Code Sections 102.9, 103, and section 104.1.1 authorize the Fire Code Official to adopt policies, procedures, rules, and regulations to clarify and apply the Fire Code. This standard may be modified with approval of the Fire Code Official.

Purpose

Provide minimum requirements for the identification and addressing of buildings and premises in accordance with the California Fire Code and locally adopted amendments.

Scope

This standard applies to the marking of all buildings with address numbers for identification.

Disclaimer

These standards may change without notice. Whenever applicable statutes, regulations, and standards are updated and adopted, the latest shall apply. Please contact the Victorville Fire Prevention Division at (760) 955‑5227 to determine if these standards have changed. These requirements do not exempt any individual from complying with other applicable state, county, or city codes and standards.

Submittals

Address and suite numbers shall be clearly identified on all new construction or tenant improvement plans submitted for approval.

When required, separate plans or exhibits showing address/suite number details shall be submitted and shall include:

  • Location of address or suite numbers
  • Size of address or suite numbers
  • Color of address or suite numbers

General

Building and premise identification shall comply with California Fire and Building Codes and the City of Victorville Fire Department Standards.

Commercial, Condominiums, and Industrial Buildings

  1. Street address shall be posted with minimum 12‑inch high numbers, 1‑inch stroke, visible from the street; illuminated during darkness.
  2. Numbers shall contrast with their background and be legible prior to occupancy.
  3. Buildings with setbacks >100 ft shall also post 18‑inch contrasting numbers at the property entrance on a permanent monument.
  4. Secondary or rear entrances shall have unit designators ≥6 inches high, 3/8‑inch stroke.
  5. Multifamily complexes: an illuminated directory map shall be posted at each entrance showing hydrants, ingress/egress, building/unit identifiers (Diagram B‑1.1).
  6. Interior buildings not visible from roadways shall have illuminated/reflective signage along walkways indicating building identifiers.
  7. Each unit/building shall display a 6‑inch letter, 1/2‑inch stroke, illuminated during darkness.
  8. Each individual unit shall have a number/letter with first digit indicating floor level; minimum 4‑inch height, 1/2‑inch stroke.

Single‑Family Homes

  1. Street address shall be posted with minimum 4‑inch high numbers.
  2. Numbers shall have a 1/2‑inch stroke, visible from the legal access road, and illuminated during darkness.
  3. Numbers shall contrast with background and be legible prior to occupancy.
  4. Setbacks >50 ft require an additional contrasting 4‑inch number display at property access on a permanent monument.

Street / Road Signs

  1. Street sign shall be posted at the closest intersection per local engineering and Fire Code Official approval (Diagram B‑1.2).
  2. Signs shall use a 2‑inch galvanized post per Diagram B‑1.2.
  3. A 4×4 redwood post S4S may be used if approved (Diagram B‑1.3).
  4. All wood surfaces shall receive two coats of white enamel paint.
  5. Street name letters shall be 3 inches high and stenciled in black enamel.

New Development Tracts, Commercial & Industrial

Temporary street signs shall be installed on all street corners prior to placement of combustible materials. Permanent signs shall be installed before occupancy and meet this Standard.

Diagrams

Diagram B‑1.1: Illuminated Directory Detail
b-1_1 ILLUMINATED DIRECTORY DETAIL

Typical 4’–0” X 4’–0” illuminated diagram of multi-family complex directory with complex name, streets, building designators, or unit numbers, and fire hydrant locations.

(Diagram shall not be smaller than 20 scale.)


Diagram B‑1.2: Street Sign Detail
b-1 Street Sign Detail
  1. 5/8” x 15” Cadmium plated carriage bolt.
  2. Ornamental top shall be 14 gage anodized aluminum. Center cross saddle shall be one piece cast anodized aluminum.
  3. One piece 2” cast anodized aluminum post cap with four 3/8” stainless steel allen head set screws.
  4. 2” sq. steel post 8’ – 12’ long installed with a driven 2 ½” sq. steel breakaway base 3’ long as per city installation standard 303b.

Design: Each four-way unit shall consist of two double-face signs with street names mounted at right angles with center rod assembly.

Bracket Assembly: The post cap, ornament, and center rod assembly shall be made to mount on 2” sq. galvanized post. The center rod shall be 5/8” cadmium-plated carriage bolt. Head of bolt shall form the top of the post cap. Post cap shall be secured to the pope with three 3/8” stainless steel allen head set screws.

Material: Sign shall be green anodized aluminum extrusion of 6063T-4 alloy material. All Anodizing shall conform with Alumilite specification #215-R1.

Finish: Sign faces shall be FHWA Type-II reflective sheeting. The transparent screen process color shall be as recommended by the reflective sheeting manufacturer. Application of the reflective sheeting to the sign shall be by methods as approved by the reflective sheeting manufacturer.

Lettering: Street names shall be 4” high. Each name shall be individually laid out to fit either the 24” or 30” space. The letters shall be of the rounded type style conforming to the standard alphabet for highway signs designed by the U.S. Public Roads Administration. Letters shall be FHWA Type II reflective sheeting.



Diagram B‑1.3: Street Signpost
b-3 Street Signpost
  1. See Standard No. 303a for marker locations.
  2. The post shall be 4” x 4” construction heart structural redwood, S.4S., and/or equivalent as approved by the stand specifications.
  3. All wood surfaces shall be given one coat of wood primer and two coats of enamel: signpost yellow, in accordance with the standard specifications.
  4. Letters shall be stenciled with black paint on all sides.
  5. Street name letters shall be 3” high and not county-maintained letters 1” high rounded type style conforming with the standard alphabet for highway signs designed by the U.S. Public Roads Administration. 


B-2 CONSTRUCTION SITE FIRE SAFETY

B-2 Construction Site Fire Safety
B‑2 — Fire Prevention Standard

CONSTRUCTION SITE FIRE SAFETY

Revision Date:

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AUTHORITY

California Fire Code Sections 102.9, 103, and section 104.1.1 as amended in section 8.08.04(5) of the City of Victorville Municipal Code provide that the Fire Code Official has the authority to adopt policies, procedures, rules, and regulations to clarify the application of the Fire Code and to specify requirements not otherwise provided. For further requirements on this subject, see section 3301 et seq. of the California Fire Code. This standard may be modified with the approval of the Fire Code Official.

PURPOSE

The purpose of this standard is to prescribe minimum safeguards for new building construction and significant building alteration projects to provide a reasonable degree of safety to life and property from fire.

SCOPE

This standard establishes minimum requirements for fire safety during construction and demolition. It shall not be construed to be in lieu of any other applicable State or Federal law or regulation related to construction site safety. The general contractor or designee of the building owner shall be responsible for compliance with these standards.

Disclaimer

These standards may change without notice. Whenever applicable statutes, regulations, and standards are updated and adopted, the latest shall apply. Please contact the Victorville Fire Prevention Division at (760) 955‑5227 to determine if these standards have changed. These requirements do not exempt any individual from complying with other applicable state, county, or city codes and standards.

SUBMITTALS

A written Fire Protection Plan shall be developed for significant or complex construction projects at the discretion of the Fire Code Official. The plan shall be approved by the Fire Code Official prior to proceeding past foundation work for new buildings or commencement of demolition work in alteration projects. The written plan shall be consistent with the fire safety precautions specified in this Standard. The general contractor is responsible for carrying out the provisions of the Fire Protection Plan and communicating it to all subcontractors. The Fire Protection Plan shall include the following:

  • Procedures for reporting emergencies to the Fire Department.
  • Procedures for emergency notification, evacuation, and/or relocation of all persons in the building under construction and on the site.
  • Procedures for hot work operations, management of hazardous materials, removal of combustible debris, and maintenance of emergency access roads.
  • Floor plans identifying the locations of exits, exit stairs, exit routes, and portable fire extinguishers.
  • Site plans identifying designated exterior assembly areas for each evacuation route.
  • Site plans identifying required fire apparatus access roadways and on‑site fire hydrants.
  • The name and contact phone number of the person(s) responsible for compliance with the Fire Protection Plan.

ACCESS AND PARKING

  • Construction projects shall provide and maintain Fire Department Access Roadways in accordance with the current California Fire Code and City of Victorville Fire Prevention Division Standards A‑1 through A‑4.
  • All construction sites shall be accessible by fire department apparatus via all‑weather roadways: not less than 26 feet of unobstructed width for 2‑story buildings; 30 feet for 3‑story and taller buildings. Roads shall withstand apparatus loads of 80,000 lbs and provide a minimum of 14 feet 6 inches of vertical clearance. Dead‑end fire access roads over 150 feet shall have approved turnarounds.
  • When approved by the Fire Code Official, temporary access roadways may be utilized until permanent roads are installed. At minimum: compacted sub‑base and 6 inches of Class 2 aggregate base rock (both to min 85% compaction), with contained/delineated edges (curb and gutter or approved method). Geotextile fabric or lime treatment may be required by the civil engineer; provide surface drainage as necessary. Maintain roadway integrity at all times.

PREMISES IDENTIFICATION

  • The property’s address numbers shall be plainly visible and legible from the street or road fronting the property at the fire apparatus access point or as otherwise approved.
  • Premises identification shall comply with City of Victorville Fire Prevention Division Standard B‑1.

FIRE PROTECTION SYSTEMS

  • Fire Hydrants: Required underground mains and hydrants shall be installed, completed, and in service prior to combustible construction materials accumulating on site. Hydrants shall comply with Standard W‑2.
  • Standpipes: Where required, install standpipes when construction progress is not more than 35 feet above the lowest fire department access level; provide hose connections/outlets adjacent to usable stairs. Extend as construction progresses to within one floor of the highest point with secured decking. Provide a 2½‑inch valve outlet on each floor. Class III standpipe installations shall include fire pumps and water main connections as required.
  • Area Separation Walls: Complete wall construction (with protected openings) immediately after the building is sufficiently weather‑protected at the wall location(s).
  • Fire Sprinkler Systems: In new buildings, place systems in service as soon as possible. Upon completing sprinkler pipe installation on each floor, hydrostatically test and inspect; after approval, connect to the system riser and place into service. Exterior alarm bell may be installed and connected to the water‑flow device prior to monitoring system installation. In buildings undergoing alterations, keep systems in service except during necessary modifications; restore systems at the end of each workday unless otherwise approved. The general contractor (or designee) shall check control valves daily.
  • Fire Alarm Systems: Maintain operational at all times during alterations. If modification is required, isolate only the portion needing work and keep the remainder in service when practical. If a full shutdown is necessary, implement fire watch or other mitigation approved by the Fire Code Official until the system is restored.
  • Fire Extinguishers: Provide portable extinguishers mounted on a wall or post at each usable stairway, ensuring travel distance to any extinguisher does not exceed 75 feet. Mounting height to top of extinguisher ≤ 5 feet. Minimum rating 2‑A:10‑BC (or as directed by Fire Prevention Division). Ensure adequate training for users.

EXIT REQUIREMENTS

  • Minimum Number of Exits: All new buildings under construction shall have at least one unobstructed exit. All exits shall be identified in the Fire Protection Plan.
  • Multi‑Story Buildings: Each level above the first story shall have at least two usable exit stairs after floor decking is installed. Stairways shall be continuous and discharge to grade. Stairways serving more than two floor levels shall be enclosed (with protected openings) after exterior walls/windows are in place. Exit stairs in new and existing, occupied buildings shall be lighted and kept clear of debris/materials at all times. Exception: For new multi‑story buildings, one required stair may be obstructed on not more than two contiguous floors for stairway construction (e.g., gypsum board, painting, flooring).
  • Assembly Points: Establish designated exterior assembly points for all construction personnel upon evacuation; identify them in the Fire Protection Plan.

FLAMMABLE AND COMBUSTIBLE LIQUIDS

  • Storage Areas: Keep storage areas free of weeds and extraneous combustibles; prohibit open flames and smoking.
  • Containers: Metal containers for Class I or II liquids shall meet DOT requirements or be of approved design; discharge devices shall not cause internal pressure. Do not interconnect individual containers; keep containers closed when not in use.
  • Secondary Containment: Provide secondary containment or spill/drainage control and diking as approved by the Fire Prevention Division and, if applicable, the local hazardous materials program agency.
  • Marking: Mark tanks/containers with product name and “FLAMMABLE — KEEP FIRE AND FLAME AWAY.” Tanks (>60 gal) shall also be labeled “KEEP 50 FEET FROM BUILDINGS.”
  • Tank Installation Plans/Permit: Submit plans for any aboveground storage tank (>60 gal) to the Fire Code Official and, if applicable, the local hazardous materials program agency for review and permit before the tank arrives on site.

OTHER COMBUSTIBLE MATERIALS

  • Combustible Material Storage: Store combustible construction materials at least 20 feet from buildings under construction or remodel. Exceptions: Materials staged for installation on a floor level; when approved by the Fire Code Official, materials may be stored in parking garages of Type I construction if sprinklers are in service and vertical openings are protected.
  • Combustible Debris: Do not accumulate wood, cardboard, packing material, forms lumber, and similar debris within buildings; remove such debris, rubbish, and waste daily.

COMPRESSED GASSES

  • Protection of Gas Containers: Keep combustibles ≥ 10 feet from cylinders; protect against physical damage; store upright and secure from falling; do not place near elevators, unprotected edges, or drop areas; protect from falling objects; install valve caps when not in use; do not use ropes/chains/slings to suspend cylinders unless designed with proper lifting attachments.
  • Separation: Store cylinders separated by hazard class.
  • Marking: Mark cylinders with contents.
  • Use in Buildings: Propane may be used for temporary heating (curing concrete, drying plaster, etc.) in buildings under construction/major renovation subject to: heating elements ≥ 6 feet from any LP‑Gas container; integral heater‑container units designed to prevent direct/radiant heat to the container; blower/radiant units not directed toward any LP‑Gas container within 20 feet; clearances per manufacturer; DOT cylinders secured upright; approved regulators; fittings rated ≥ 250 psig; hose rated ≥ 350 psig (unless limited to 5 psig) and ≤ 6 feet long; portable heaters with approved automatic safety shutoff; >50,000 Btu/hr units with proved pilot or approved electronic ignition.
  • Occupied Buildings: For buildings undergoing alteration and fully/partially occupied: obtain specific approval from Fire Prevention Division before bringing LP‑Gas on site; maximum individual container 5‑gallon water capacity; number of containers shall not exceed number of workers using LP‑Gas; containers > 2½ pounds (1 quart) water capacity shall not be left unattended.

HOT WORK

Hot work includes operations capable of initiating fires or explosions (e.g., cutting, welding, brazing, soldering, grinding, thermal spraying, thawing pipe, torch‑applied roofing). Use shall follow pre‑site inspection, fire watch, and post‑inspection procedures.

Pre‑Site Inspection

  • Ensure the hot work site is clear of combustibles or that combustibles are protected.
  • Verify exposed construction is noncombustible, or that combustibles are protected.
  • Protect openings.
  • Check for exposed combustibles on the opposite side of partitions, walls, ceilings, and floors.
  • Confirm extinguishers are available, fully charged, and operable.
  • Assign, equip, and train fire watch personnel.

Fire Watch

Fire watch personnel shall have the sole duty of watching for fire during and after hot work, with extinguishing equipment readily available and training in its use. Assign additional personnel when vertical/horizontal exposures cannot be observed by a single individual.

Post‑Work Inspection

Maintain the fire watch for at least 30 minutes after work concludes to look for leftover sparks, slag, or smoldering combustibles.

SPECIAL EQUIPMENT

Motorized Equipment

  • Store fuel in an approved area outside the building.
  • Do not refuel equipment while in operation.
  • Locate equipment so exhausts do not discharge against combustibles; pipe exhausts to the exterior when possible.

Temporary Heating Equipment

Temporary heaters (e.g., LPG‑fueled) shall be listed and installed, used, and maintained per manufacturer instructions (see LPG storage/use requirements above). Secure devices properly and keep clear of combustibles. Conduct refueling operations in an approved manner.

Asphalt and Tar Kettles

  • Do not locate kettles within 20 feet of combustibles, combustible surfaces, or building openings.
  • Except for thermostatically controlled kettles, an attendant shall be within 100 feet when the heat source is operating; route shall not include ladders or similar obstacles.
  • Equip kettles with tight‑fitting covers.
  • Place a minimum 20‑B:C portable extinguisher within 30 feet of each kettle when operating; also locate minimum 20‑B:C extinguishers on roofs during asphalt coating operations.
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F-1 FIRE SPRINKLER SYSTEMS IN COMMERCIAL AND INDUSTRIAL BUILDINGS

F-1 Fire Sprinkler Systems in Commercial and Industrial Buildings
F‑1 — Fire Prevention Standard

FIRE SPRINKLER SYSTEMS IN COMMERCIAL AND INDUSTRIAL BUILDINGS

Revision Date:

Download PDF(PDF, 360KB)

AUTHORITY

California Fire Code Sections 102.9, 103, and section 104.1.1 as amended in section 8.08.04(5) of the City of Victorville Municipal Code provide that the Fire Code Official has the authority to adopt policies, procedures, rules, and regulations to clarify the application of the Fire Code and to specify requirements not otherwise provided. For further requirements on this subject, see section 903 et seq. of the California Fire Code. This standard may be modified with the approval of the Fire Code Official.

PURPOSE

The purpose of this standard is to provide minimum requirements for the design and installation of fire sprinkler systems in commercial and industrial use buildings, in order to aid in the detection and control of fires and thus provide improved protection against injury, life loss, and property damage.

SCOPE

This standard, in conjunction with the current edition of NFPA 13, shall apply to the design and installation of, and modification to, all fire sprinkler systems in commercial and industrial occupancies. This standard and its interpretation is not intended to be applied or enforced where there is any conflict with NFPA 13 or the California Fire Code.

Disclaimer

These standards may change without notice. Whenever applicable statutes, regulations, and standards are updated and adopted, the latest shall apply. Please contact the Victorville Fire Prevention Division at (760) 955‑5227 to determine if these standards have changed. These requirements do not exempt any individual from complying with other applicable state, county, or city codes and standards.

SUBMITTALS

The following shall be submitted to the Fire Prevention Division for approval and permit prior to performing any work on any fire sprinkler system:

  • A completed City of Victorville Fire permit application.
  • Detailed plans describing the work to be done. (For information on what must be included on plans, see sections below in this Standard and the City of Victorville Plan Submittal Checklist.)
  • A set of hydraulic calculations for all design areas.
  • Manufacturer’s specifications sheets (cut sheets) for all proposed materials and equipment.
  • A water flow test report from the water purveyor dated within one (1) year of submittal.
  • A set of approved drawings showing private underground water supply lines, labeled.
  • Provide riser location and calculation plate information (if pre‑existing).
  • Any other important details and information as required by this Standard.
  • Payment of all appropriate fees.

GENERAL

All automatic fire sprinkler systems for commercial/industrial projects shall be designed to the requirements of the current edition of NFPA 13 and other recognized standards as they apply to the hazard being protected. No deviations from these recognized standards will be made without approval from the Fire Code Official.

All installers of automatic fire sprinkler systems shall be qualified as listed below. Failure to show proper credentials will result in a failed inspection. All installers shall possess:

  • A State of California C‑16 contractor’s license (or be employed by the C‑16 contractor), OR
  • A State of California A Contractor’s license, AND
  • An Office of the State Fire Marshal issued Sprinkler Fitter card: Certified; Apprentice; or Trainee. If an Apprentice or Trainee card is possessed, someone with a Certified Sprinkler Fitter card is required to be on site per California Code of Regulations Title 19.

SYSTEM RISERS

  • All system risers shall be installed inside protected buildings, or in an approved weather‑resistant exterior enclosure, and in a location acceptable to the Fire Code Official.
  • Risers shall be accessible to fire department personnel and shall have a minimum of eighteen inches (18”) clearance from obstructions and around all components/equipment, accessible for operation, inspection, test, and maintenance. Interior enclosures shall have a doorway/opening for access at least thirty inches (30”) wide and eighty inches (80”) high. (See Diagram F‑1.1)
  • For buildings constructed for multiple tenants/residents where systems protect multiple tenant spaces or dwellings, risers shall be co‑located with the Fire Alarm Control Panel inside a minimum 4’×4’ room, accessible via at least one exterior door ≥ 36” wide × 80” high. Signage shall be per the “Signage” section of this standard. Fire Dept Knox Box shall be installed outside this door. (See Diagram F‑1.2)

DRAINS AND VALVES

  • All drains and test valves shall be piped to the exterior of the building. Outlets should discharge into landscaped areas (planters/basins). In no case shall installation allow water to flow into the public street or storm drain system.
  • As an alternate, outlets may discharge into interior floor drains connected to the sewer, or another suitable location approved by the Fire Code Official. Floor drains must be adequately sized for the flow/pressure being drained.
  • Outlets for systems with anti‑freeze solutions shall not drain onto the site. All anti‑freeze systems shall have drain/test valve connections allowing safe collection of anti‑freeze solutions.
  • Each sprinkler system shall have a Test Valve installed in an approved location.

SYSTEM MONITORING AND ALARMS

  • All valves controlling the fire sprinkler system(s), including any above‑ground detector check valves, Post Indicator Valves, and sectional control valves, shall be monitored for tamper by an approved supervising station alarm system meeting NFPA 72 and City of Victorville Fire Prevention Standard F‑5. This system shall be installed and in operation prior to final occupancy approval.
  • Each system containing more than twenty (20) sprinkler heads shall have a separate local water‑flow alarm bell at the building exterior closest to the sprinkler riser. Bells shall be ≥ 8” and bear a sign stating “WHEN BELL RINGS CALL FIRE DEPT” in ≥ 1” letters on a contrasting background.
  • Other local alarm devices may be provided with approval of the Fire Code Official. See Standard F‑5 for interior water‑flow notification requirements.

SPECULATIVE WAREHOUSE BUILDINGS

Newly constructed warehouse buildings without an end user (“speculative”) shall have systems designed in accordance with NFPA 13 for a density of 0.6 gpm/ft² with a minimum operating area of 3,000 ft².

  • When approved by the Fire Code Official, ESFR systems may be designed/installed per NFPA 13.
  • When approved, speculative warehouses with interior roof deck maximum heights ≤ 25’ may be designed for 0.45 gpm/ft² with a minimum operating area of 3,000 ft²; warehouses ≤ 20’ may be designed for 0.33 gpm/ft² with a minimum operating area of 3,000 ft².

HYDRAULIC CALCULATIONS

  • Design system demand to not exceed 90% of the available water supply, or at least 10 psi below the available supply — whichever is greater. Include sprinkler flow plus combined inside/outside hose allowances; fire‑flow per CFC Appendix B is not required.
  • Use data from official flow tests performed by the water purveyor or by a licensed contractor witnessed by the Victorville Fire Prevention Division. Flow tests used for design shall be less than one (1) year old.

TESTING AND MAINTENANCE

Test all sprinkler systems in accordance with the current CCR Title 19 and NFPA 25 (CA edition). Submit all testing/maintenance reports and documentation to the Victorville Fire Prevention Division via The Compliance Engine: thecomplianceengine.com using an approved automatic extinguishing systems form from the CA State Fire Marshal website: osfm.fire.ca.gov/strucfireengineer/strucfireengineer_aes.

INSPECTIONS

All sprinkler systems are required to be inspected by the Fire Code Official prior to final approval. The C‑16 contractor of record shall contact the appropriate City of Victorville office at least forty‑eight (48) hours prior to requesting an inspection and shall notify the office a minimum of twenty‑four (24) hours for any cancellation.

Required inspections include:

Overhead Rough Inspection

  • All piping and components in place, exposed and visible (FDC, heads, valves, gauges, flow switches). Installation shall match approved plans.
  • All seismic bracing, hangers, and other restraints in place per approved plans.

Overhead Hydro Inspection

  • System piping and components tested in accordance with NFPA 13.
  • Modifications that do not add new branch lines or mains are not required to have this inspection per NFPA 13. Modifications adding new branch lines or mains are subject to a hydro test of the new portion only if more than twenty (20) sprinkler heads are affected.

FINAL INSPECTION

  • Complete a thorough flush of underground supply piping before connecting to the riser, witnessed by the Fire Prevention Division Inspector. (See City of Victorville Standard W‑2.)
  • Water motor gong bell or electric water‑flow alarm bell and flow switch shall be functional; all identification signs and system hydraulic data plates installed. Install spare head box, additional sprinklers, and sprinkler head wrench.
  • All sprinkler heads and escutcheons shall be in place; heads free of protective caps, paint, texturing, or obstructions. Install protective guards on all heads in garage/storage areas. Protective coatings/plastic bags shall be in place on heads where susceptible to corrosion or overspray.
  • Perform a flow test using the approved Inspector’s Test Valve. If electrically operated, connect the water‑flow alarm bell to an energized source. Water flow shall result in an audible alarm on the premises within five (5) minutes after flow begins and continue until flow stops.
  • Provide a finalized Contractor’s Material and Test Certification for Aboveground Piping to the Fire Prevention Division Inspector.

PROTECTION FROM FREEZING

  • All piping for new systems in areas subject to freezing temperatures and not maintained above 40°F shall be approved dry pipe, insulated wet pipe, or antifreeze systems per NFPA 13.
  • The need for freeze protection shall be as determined by the Fire Code Official and based on California Energy Commission “Climate Zones” and Part 6 of CCR Title 24 (California Energy Code). Systems located in Climate Zone 16 shall not be protected solely by insulation. Detailed maps of Climate Zones: energy.ca.gov.
  • Use of heat tape or similar products is permitted in Climate Zone 14 when installed per NFPA 13.
  • All antifreeze solutions shall be factory premixed and approved per NFPA 13 and the California Fire Code. Place a metal placard on all systems using antifreeze solutions at the main riser and all ITV’s, permanently stamped/engraved as shown in Diagram F‑1.3.

SIGNAGE

  • All signs for drains and test valves required on sprinkler systems shall be metal, ≥ 10‑gauge thickness, colored red, engraved with permanent white letters.
  • Hydraulic calculation plates on risers shall be metal, unpainted; information permanently stamped/engraved; attach with metal U‑bolt or chain.
  • All doors or other materials enclosing/concealing sprinkler risers shall have a durable metal sign with minimum three‑inch (3”) red block letters on a contrasting background stating “FIRE RISER INSIDE,” per Diagram F‑1.4. Signs shall be installed at five feet (5’) above finished floor on the outside of fire sprinkler riser access doors.

SPECIAL SITUATIONS

  • Sprinkler heads shall not be located within smoke vents or skylights.
  • Special uses, high‑rise buildings, and other hazards may require special design or installation considerations. Contractors are encouraged to contact the Fire Prevention Division regarding areas not covered in this standard.

DIAGRAM F‑1.1: INTERIOR ACCESS TO SPRINKLER RISER

Interior Access to Sprinkler Riser

Reference diagram for clearances and access dimensions.

F-11 Interior Access to Sprinkler Riser Diagram


DIAGRAM F‑1.2: EXTERIOR ACCESS TO SPRINKLER RISERS

Exterior Access to Sprinkler Risers

Reference diagram for exterior access door requirements.

F-12 Exterior Access to Sprinkler Risers


DIAGRAM F‑1.3: SAMPLE PLACARD FOR ANTIFREEZE SYSTEMS

Sample Placard for Antifreeze Systems

Required placard information and layout.

F-13 Sample Placard for Antifreeze Systems


DIAGRAM F‑1.4: DETAIL OF “FIRE RISER INSIDE” SIGN

Detail of “FIRE RISER INSIDE” Sign

Sign layout, size, and mounting height

F-14 DETAIL OF “FIRE RISER INSIDE” SIGN
Note: This web version removes repetitive headers/footers and retains the substantive requirements and section headings for accessibility and clarity.

F-2 FIRE SPRINKLER SYSTEMS IN ONE- AND TWO-FAMILY DWELLINGS

F-2 Fire Sprinkler Systems in One- and Two-Family Dwellings
F‑2 — Fire Prevention Standard

FIRE SPRINKLER SYSTEMS IN ONE- AND TWO-FAMILY DWELLINGS

Revision Date:

AUTHORITY

California Fire Code Sections 102.9, 103, and section 104.1.1 as amended in section 8.08.04(5) of the City of Victorville Municipal Code provides that the fire code official of the City of Victorville shall have the authority to adopt policies, procedures, rules, and regulations in order to clarify the application of the Fire Code and to specify requirements not specifically provided for by the Fire Code. For further requirements on this subject, see section 903 et. seq. of the California Fire Code. This standard may be modified with the approval of the Fire Code Official.

PURPOSE

The purpose of this standard is to provide minimum requirements for fire sprinkler systems in one- and two-family residential use buildings, in order to aid in the detection and control of fires and thus provide improved protection against injury, life loss, and property damage.

SCOPE

This standard, in conjunction with the current edition of NFPA 13D shall apply to the design and installation of, as well as the modification to, all fire sprinkler systems in one- and two-family dwellings and manufactured homes. This standard shall NOT take precedence where there is any conflict with NFPA 13D.

Disclaimer

These standards may change without notice. Whenever applicable statutes, regulations, and standards are updated and adopted, the latest shall apply. Please contact the Victorville Fire Prevention Division at (760) 955‑5227 to determine if these standards have changed. These requirements do not exempt any individual from complying with other applicable state, county, or city codes and standards.

SUBMITTALS

The following shall be submitted to the Fire Prevention Division for approval and permit prior to performing any work on any fire sprinkler system:

  1. A completed City of Victorville Fire permit application
  2. A detailed set of plans describing the work to be done. (For information on what must be included on plans, see sections below in this Standard and the City of Victorville Plan Submittal Checklist.)
  3. A set of hydraulic calculations for all design areas.
  4. Manufacturer’s specifications sheets (cut sheets) for all proposed materials and equipment.
  5. A water flow test report from the water purveyor dated within one (1) year of submittal
  6. Any other important details and information as required by this Standard.
  7. Payment of all appropriate fees.

DEFINITIONS

SELF-CONTAINED AUTOMATIC RESIDENTIAL SPRINKLER SYSTEM — An approved fire sprinkler system that conforms to NFPA 13D, California Residential Code Section R313, and this Fire Prevention Standard, and is supplied by a water source independent from a municipal water distribution system. If the system is mechanically assisted by booster pumps, power to the pump shall be on a dedicated circuit.

GENERAL

  1. All automatic fire sprinkler systems for one- and two-family residential dwelling projects shall be designed to the requirements of the latest edition of NFPA 13D or the California Residential Code (CRC) Section R313, and other recognized standards as they apply to the hazard being protected. No deviations from these recognized standards will be made without approval from the Fire Code Official.
  2. Water supply other than from a public water purveyor utility shall be in accordance with this Standard or the requirements in the City of Victorville Standard W‑1 and NFPA 1142.

SYSTEM COMPONENTS

  1. In living areas within the dwelling unit, only approved listed residential or quick‑response sprinkler heads shall be used, per the listing of the manufacturer and NFPA 13D.
  2. All CPVC plastic pipes used shall meet the requirements of the manufacturer's listing, particularly for applications when pipe is exposed.
  3. All system components shall be rated for the maximum working pressure, but not less than 175 p.s.i.
  4. Piping shall be supported from structural members using methods approved by the pipe manufacturer and NFPA 13D. Devices such as “J-hooks” or plumbers' tape are prohibited. Hangers shall not be attached to the structure by nails or any fastener requiring impact to fasten. All hangers used on CPVC pipe shall be approved by the Fire Code Official.
  5. All sprinkler riser assemblies shall be located in a wall, cabinet, or other enclosure (minimum 12” wide × 36” high access door), unless otherwise approved by the fire code official. When required, the riser location shall be identified with a sign permanently affixed using minimum ¼” letters on a contrasting background. (See Diagram F‑2.1)
  6. The installation of a reduced pressure (RP) device or backflow device on sprinkler system risers shall be allowed when required by the water purveyor or by the Plumbing Code for well‑ or tank‑fed private systems. When required, such devices shall be secured in an open position with valve handles removed, and hydraulic calculations must account for them.
  7. Local waterflow alarms shall be provided on all sprinkler systems in homes not equipped with smoke alarms or smoke detectors in accordance with NFPA 72. Water‑flow alarm bells shall be ≥ 6 inches and bear a sign stating “WHEN BELL RINGS CALL FIRE DEPT” in minimum ¾” letters on a contrasting background.
  8. Where waterflow detection devices are installed, these devices and associated alarm circuits shall be flow‑tested through the inspector’s test connection, resulting in an audible alarm on the premises. The orifice of the ITV shall be equal to the hydraulically calculated most remote sprinkler head.

WATER SUPPLY

  1. The City of Victorville Fire Prevention Division requires only one (1) domestic water supply service (or water meter) with separate connections to domestic and sprinkler systems. Local water companies may have other requirements. It is the contractor’s or owner’s responsibility to contact the local water purveyor prior to design of the system to find out these and any other specific requirements.
  2. In areas not served by a water purveyor, or where the water supply is insufficient, an approved self‑contained automatic fire sprinkler system is recommended and may be used to provide adequate protection. (See “Self‑Contained Automatic Residential Sprinkler Systems”)
  3. Water meters shall be of sufficient size to supply the demand as determined by the approved hydraulic calculations.
  4. Water supplies shall meet the requirements of NFPA 13D or CA Residential Code section R313.

SYSTEM DESIGN

  1. Residential sprinkler heads shall be designed for a coverage area in accordance with the manufacturer’s listing. Sprinklers other than residential sprinklers shall provide coverage as specified in NFPA 13.
  2. Systems shall be supplied using a water meter of sufficient size to meet the hydraulically calculated demand and the manufacturer’s listing for sprinkler heads used. In no case shall the meter be less than three‑quarters inch (3/4”) unless approved by the fire code official. Hydraulic calculations shall demonstrate the appropriate pressure loss through water meters, using the manufacturer’s specification or NFPA 13D.
  3. Sprinkler systems shall be designed to provide the demand of the two (2) most hydraulically remote sprinkler heads, per the manufacturer’s listings and specifications.
  4. Systems fed by water supplies with very low inlet pressure (less than 40 p.s.i.) may utilize an approved automatic residential domestic shut‑off valve, in order to eliminate the 5 GPM domestic allowance in the demand, as required by this Standard or by other connected systems (e.g., water softeners). Such automatic valves shall be listed for use with fire sprinklers and be installed per the manufacturer’s specifications.(See Diagram F‑2.2)

HYDRAULIC CALCULATIONS

  1. Provide hydraulic calculations demonstrating an adequate supply from the water meter (source) to the most remote hydraulically calculated sprinkler(s).
  2. Design system demand not to exceed 90% of the available water supply, or at least ten (10) p.s.i. below the available supply, whichever is greater.
  3. For new systems, include in the demand a minimum five (5) GPM allowance for domestic use.

OWNER BUILDER INSTALLED SYSTEMS

  1. Any system to be installed by an owner‑builder must conform to the requirements of the California Business and Professions Code section 7026 et seq., all applicable adopted codes, and this Standard. Owner‑builders shall submit plans designed by a registered Professional Engineer (PE) or CA‑licensed sprinkler contractor for approval prior to starting installation.
  2. Owner‑builders shall submit a declaration/affidavit to the satisfaction of the Fire Code Official, certifying ownership of the property and structure, and assuming all responsibility and liability. Provide proof of sprinkler installation training from the systems manufacturer. Submit this documentation with the permit application.
  3. Owner‑builder‑installed systems shall not exceed two (2) sprinkler systems per applicant per year.

INSPECTIONS

All sprinkler systems are required to be inspected by the fire code official prior to final approval. The sprinkler contractor of record shall contact the appropriate City of Victorville office at least twenty‑four (24) hours prior to requesting an inspection and shall notify the City of Victorville office a minimum of twenty‑four (24) hours for any cancellation of inspections.

The following inspections are required:

“OVERHEAD ROUGH INSPECTION”

  • All piping and components — including sprinkler heads, hangers, valves, gauges, and flow switches — shall be in place and exposed for visible inspection. If insulation is used for freeze protection, it shall be in place and fastened, and with inspector approval, may cover the necessary exposed pipe.
  • Note: Sprinkler heads may be omitted at overhead rough inspection with Fire Prevention Division approval.

“OVERHEAD HYDRO INSPECTION”

  • The system shall be pressurized with water at a pressure comparable to working pressure during the inspection. All areas shall be exposed to check for leaks. Testing shall comply with NFPA 13D.

“FINAL INSPECTION”

  • The underground supply system shall be flushed before connection to the overhead piping.
  • All sprinkler heads shall be uncovered, with escutcheons or trim rings in place. For concealed heads, cover plates shall be off. Install protective guards on all heads in garage and storage areas, if required.
  • A flow test shall be performed using the Inspector's Test Valve (ITV), if installed. Where waterflow detection devices are installed, these devices and associated alarm circuits shall be flow‑tested through the inspector’s test connection and shall result in an audible alarm on the premises.

PROTECTION FROM FREEZING

  1. Sprinkler systems installed in areas subject to freezing temperatures and not maintained above 40°F shall be protected from freezing per NFPA 13D and local water purveyor requirements. Freeze protection need is determined by the Fire Code Official and based on California Energy Commission Climate Zones and CCR Title 24, Part 6 (California Energy Code). Systems located in Climate Zone 14 may be protected solely by insulation.
  2. Use “Passive Purge” or combination systems (fire sprinkler and domestic use) to reduce stagnant water and corrosion that could interfere with system performance.
  3. Insulation may be used for freeze protection if spaces containing piping can be maintained at a minimum of 40°F at all times. Batt or blown‑in insulation may be approved by the Fire Code Official and installed per the current NFPA 13D.
  4. All antifreeze solutions shall be listed factory premixed and approved per NFPA 13D and the California Fire Code, allowing only propylene glycol solutions ≤ 40% or glycerin solutions ≤ 50% by volume. If a backflow or Reduced Pressure (RP) device is installed, the system shall have an approved expansion tank. The RP device shall be approved by the local water purveyor and the Victorville Cross‑Connection Department.
  5. A sign or sticker shall be placed on all systems using antifreeze solutions at or near the main riser. The sign shall contain the necessary information permanently and clearly written as shown in Diagram F‑2.3.

SELF-CONTAINED AUTOMATIC RESIDENTIAL SPRINKLER SYSTEMS

  1. In areas where an inadequate water supply exists, an approved automatic self‑contained water system meeting all other requirements in this standard and NFPA 13D may be installed. Such systems shall be listed for fire protection and installed per the manufacturer’s specifications.
  2. Self‑contained systems may use a pump with an approved primary power supply or compressed gas pressurization. An approved water supply tank shall be sized to provide a minimum of ten (10) minutes of sprinkler demand and include an automatic refill. Self‑contained systems shall be flow‑tested at final inspection using a method approved by the fire code official, per manufacturer recommendations.
  3. If a pump is used, it must be freeze‑protected in accordance with this standard.

SPECIAL SITUATIONS

  1. Where it is difficult to verify design via hydraulic calculations (e.g., systems fed by a well/tank pump or where overhead/underground piping cannot be visually verified), the fire code official may require a water flow (“bucket test”) inspection. The test shall include the two most remote sprinkler heads flowing water into an approved container(s), using an approved method to measure observed flow and comparison to the sprinkler’s listed flow and pressure. Bucket tests may be performed in combination with the Overhead Rough or Final inspection.
  2. Spray‑applied or wrapped polyurethane foam insulation in contact with non‑metallic sprinkler piping (whether required for freeze protection or not) shall be listed for such use and applied per manufacturer recommendations. Provide information about any polyurethane foam insulation to the fire code official upon request.

DIAGRAM F‑2.1: RISER ACCESS PANEL DETAILS

Riser Access Panel Details

Reference diagram for enclosure dimensions and access.

F-21 Riser Access Panel Details

DIAGRAM F‑2.2: RESIDENTIAL AUTOMATIC DOMESTIC SHUTOFF VALVE

Residential Automatic Domestic Shutoff Valve (Model F540)

Typical arrangement: water meter, main control valve, waterflow detector/switch, domestic shutoff (manual and automatic), supply line ball valve, inspector’s test connection, pressure gauge, and city gate valve/water supply routing.

F-22 Residential Automatic Domestic Shutoff Valve (Model F540)

DIAGRAM F‑2.3: SAMPLE PLACARD FOR ANTIFREEZE SYSTEMS

Sample Placard for Antifreeze Systems

Required placard content and layout for antifreeze systems.

F-23 Sample Placard for Antifreeze Systems
Note: This web version removes repetitive headers/footers and retains the substantive requirements and section headings for accessibility and clarity.

F-3 FIRE SPRINKLER SYSTEMS IN MULTI‑FAMILY DWELLINGS

F‑3 Fire Sprinkler Systems in Multi‑Family Dwellings
F‑3 — Fire Prevention Standard

Fire Sprinkler Systems in Multi‑Family Dwellings

Revision Date: 11‑05‑2025

Download PDF(PDF, 520KB)

Authority

California Fire Code Sections 102.9, 103, and section 104.1.1 as amended in section 8.08.04(5) of the City of Victorville Municipal Code provide that the fire code official of the City of Victorville shall have the authority to adopt policies, procedures, rules, and regulations to clarify the application of the Fire Code and to specify requirements not specifically provided for by the Fire Code. For further requirements on this subject, see section 903 et seq. of the California Fire Code. This standard may be modified with the approval of the Fire Code Official.

Purpose

The purpose of this standard is to provide minimum requirements for the design and installation of fire sprinkler systems in multifamily dwellings (larger than single‑home residential and duplexes), in order to aid in the detection and control of fires and thus provide improved protection against injury, life loss, and property damage.

Scope

This standard, in conjunction with the current edition of NFPA 13R, shall apply to the design and installation of, and the modification to, all fire sprinkler systems in multi‑family dwellings within buildings up to and including four (4) stories, or sixty (60) feet, in height. This standard and its interpretation is not intended to be applied or enforced where there is any conflict with NFPA 13 or the California Fire Code.

Disclaimer

These standards may change without notice. Whenever applicable statutes, regulations, and standards are updated and adopted, the latest shall apply. Please contact the Victorville Fire Prevention Division at (760) 955‑5227 to determine if these standards have changed. These requirements do not exempt any individual from complying with other applicable state, county, or city codes and standards.

Submittals

The following shall be submitted to the Fire Prevention Division for approval and permit prior to performing any work on any fire sprinkler system:

  • A completed City of Victorville fire permit application.
  • A set of detailed plans describing the work to be done. (See sections below and the City of Victorville Plan Submittal Checklist.)
  • A set of hydraulic calculations for all design areas.
  • Manufacturer’s specification sheets (cut sheets) for all proposed materials and equipment.
  • A water flow test report from the water purveyor dated within one (1) year of submittal.
  • When required, at least one (1) set of approved drawings showing private underground water supply lines, labeled “FOR REFERENCE.” (Note: This can also be a concurrent submittal.)
  • Any other important details and information as required by this Standard.
  • Payment of all appropriate fees.

General

All automatic fire sprinkler systems for multifamily residential projects shall be designed to the requirements of the current edition of NFPA 13R and other recognized standards as they apply to the hazard being protected. No deviations from these recognized standards will be made without approval from the Fire Code Official.

System Risers

  • System risers shall be located exposed inside the building, or protected inside walls, or in an approved cabinet or enclosure, and in a location acceptable to the Fire Code Official. All risers shall be located in a common area, and accessible without entering a dwelling unit.
  • Risers enclosed (protected) in a wall, cabinet, or other enclosure shall have a minimum twelve inch (12″) wide by thirty‑six inch (36″) high access door, unless otherwise approved. When required, the location of the riser shall be identified with a sign permanently affixed with minimum ¼″ letters on a contrasting background. (See Diagram F‑3.1)
  • Risers inside a common room (exposed) shall be co‑located with the Fire Alarm Control Panel inside a minimum 4′ × 4′ room accessible by means of an exterior doorway or opening at least thirty‑six inches (36″) wide and eighty inches (80″) high. Signage for the room shall be per the “Signage” section of this standard. A Fire Dept Knox Box shall be installed outside of this door. (See Diagram F‑3.2)

Drains and Valves

  • All drains and test valves shall be piped to the exterior of the building. Outlets of test valves and drains shall discharge preferably into landscaped areas, such as planters or basins, but shall not allow water to flow into the public street or storm drain system.
  • As an alternate to exterior outlets, test valves and drains may discharge into interior floor drains connected to the sewer system, or another suitable location approved by the Fire Code Official. Floor drains must be adequately sized for the flow and pressure.
  • Outlets for systems with antifreeze solutions shall not drain onto the site. All antifreeze systems shall have drain and test valve connections that allow for safe collection of antifreeze solutions.
  • Each sprinkler system shall have a Test Valve installed in an approved location.

System Monitoring and Alarms

  • All valves controlling the fire sprinkler system(s), including above‑ground detector check valves, Post Indicator Valves, and sectional control valves shall be monitored for tamper by an approved supervising station alarm system meeting NFPA 72 and City of Victorville Standard F‑5. This system shall be installed and in operation prior to any approval to occupy the building.
  • Each system shall be provided a separate local water‑flow notification device, installed at the exterior of the protected building closest to the sprinkler riser. Water‑flow notification devices shall be a minimum of six (6) inches in size and bear a weather‑resistant sign stating WHEN BELL RINGS CALL FIRE DEPT in minimum three‑quarters inch (¾″) letters on a contrasting background.
  • Other local alarm devices may be provided with approval of the Fire Code Official. See City of Victorville Standard F‑5 for fire alarm interior water‑flow notification requirements.

Other System Components

  • In living areas within dwelling units, only approved listed residential or quick response sprinkler heads shall be used, per the manufacturer’s listing.
  • In storage areas, attics, and attached or detached garages, approved residential or quick response sprinkler heads may be used, with a minimum intermediate temperature rating.
  • All CPVC plastic pipe shall meet the requirements of the manufacturer’s listing, particularly for applications when pipe is exposed.
  • An approved rubber‑faced check valve shall be installed on systems that have a common fire protection and domestic supply, on the system side of the tee that feeds the sprinkler riser. For systems with a separate backflow device on the riser, an additional check valve is not required.
  • A pressure relief valve (PRV), minimum of one quarter inch (¼″), set at 175 psi, shall be provided on the system side of the main riser check valve when check valves are installed and the maximum system pressure exceeds 125 psi.
  • All system components shall be rated for the maximum working pressure, but not less than 175 psi.
  • Piping shall be supported from structural members using methods approved by the pipe manufacturer and NFPA 13R. Devices such as “J‑hooks” or plumber’s tape are prohibited. Hangers shall not be attached by nails or any fastener requiring impact. All hangers used on CPVC pipe shall be approved by the Fire Code Official.
  • The installation of a reduced pressure (RP) device or backflow device on sprinkler system risers shall be allowed when required by the water purveyor or by the Plumbing Code for well or tank‑fed private systems. When such devices are required, they shall be secured in an open position and appropriate allowance shall be made for them in the hydraulic calculations.
  • A Test Valve shall be installed on all new systems in a location approved by the Fire Code Official. The orifice shall equal the hydraulically calculated most remote sprinkler head.

System Design

  • The design density of the sprinkler system shall be as permitted in NFPA 13R, based on the area being protected.
  • Sprinklers shall be installed in all areas required by NFPA 13R.
  • Systems shall be supplied using a water meter of sufficient size to meet the hydraulically calculated demand and the manufacturer’s listing for sprinkler heads used. In no case shall the meter be less than three‑quarters inch (¾″) unless approved by the Fire Code Official. Hydraulic calculations shall demonstrate appropriate pressure loss through water meters using the manufacturer’s specifications or NFPA 13R.
  • Sprinkler systems shall be designed to provide the demand of the four (4) most hydraulically remote sprinkler heads, or as required per NFPA 13R or the manufacturer’s listing.
  • Systems fed by water supplies with very low inlet pressure (less than 40 psi) may utilize an approved automatic residential domestic shut‑off valve to eliminate the 10 GPM or greater domestic allowance in the demand, as required by NFPA 13R and this Standard. Such automatic valves shall be listed for use with fire sprinklers and installed per the manufacturer’s specifications. (See Diagram F‑3.3)

Hydraulic Calculations

  • All hydraulic calculations shall be designed so the system demand does not exceed 90% of the available water supply, or is at least ten (10) psi below the available water supply—whichever is greater.
  • Hydraulic calculations shall be designed using data from official flow tests performed by the water purveyor or performed by a licensed contractor and witnessed by the Victorville Fire Prevention Division. All water flow tests used in design shall be less than one (1) year old.
  • All hydraulic calculations for new systems served by a combination fire protection and domestic connection shall include a minimum of ten (10) gallons per minute (GPM) allowance for domestic use.

Testing and Maintenance

  • All sprinkler systems shall be tested in accordance with CCR Title 19 and NFPA 25 standards. All “five‑year certifications” test reports shall be submitted to the appropriate office of Community Safety at the Fire Department in an approved format.

Inspections

All sprinkler systems are required to be visibly inspected by the Fire Code Official prior to final approval. The C‑16 contractor of record shall contact the appropriate City of Victorville office at least twenty‑four (24) hours prior to requesting an inspection and shall provide a minimum of twenty‑four (24) hours notice for any cancellation of inspections.

Required Inspections

  • Overhead Rough Inspection:
    • All piping and components must be in place and exposed/visible, including fire department connection, sprinkler heads, valves, gauges, and flow switches.
    • If insulation is used for freeze protection, it shall be in place and fastened, and—with inspector approval—may cover necessary exposed pipe.
    • All seismic bracing, hangers, and other restraints shall be in place and installed per approved plans.
  • Overhead Hydro Inspection:
    • System piping and components shall be pressurized with water for a minimum of two (2) hours at two hundred (200) psi, or at fifty (50) psi above static pressure—whichever is greater.
    • There shall be no visible pressure drop on the gauge during the hydrostatic test. All areas shall be exposed to check for leaks.
  • Final Inspection:
    • A thorough flush of the underground supply piping shall be completed prior to connecting to the riser, witnessed by the Fire Department inspector. (See City of Victorville Standard W‑2.)
    • Water motor gong bell (or electric water‑flow alarm bell) and flow switch shall be functional. All identification signs and system hydraulic data plates shall be installed. A spare head box, including additional sprinklers and a sprinkler head wrench, shall be installed.
    • All sprinkler heads and escutcheons shall be in place and free of protective caps, paint, texturing, or any obstruction. Protective guards shall be installed on all heads in garages and storage areas if required.
    • A flow test shall be performed using the Test Valve. If electrically operated, the water‑flow alarm bell shall be connected to an energized source and must ring in no more than ninety (90) seconds after opening the test valve.
    • When required by the Fire Code Official, the installing contractor shall complete a “Contractors Material and Test Certificate for Aboveground Piping,” in accordance with NFPA 13R, and submit it at the time of sprinkler final inspection.

Protection Against Freezing

  • All piping for new systems in areas subject to freezing temperatures and not maintained above 40°F shall be protected against freezing in accordance with the current edition of NFPA 13R.
  • The need for freeze protection shall be as determined by the Fire Code Official and based on the California Energy Commission “Climate Zones” and Part 6 of CCR Title 24, the California Energy Code. Systems located in Climate Zone 14 may be protected solely by the use of insulation. Detailed maps: energy.ca.gov
  • Insulation may be used as freeze protection for piping if the building or spaces containing piping can be maintained at a minimum of 40°F at all times. The use of batt or blown‑in insulation may be approved by the Fire Code Official and installed per NFPA 13R.
  • Foam pipe wrap, by itself, is not an approved method of freeze protection.
  • All antifreeze solutions shall be listed factory pre‑mixed and approved in accordance with NFPA 13R and the California Fire Code, allowing only propylene glycol solutions of no more than 40% or glycerin solutions of no more than 50% by volume.
  • A metal placard shall be placed on all systems using antifreeze solutions at the main riser and the test valve. The placard shall contain the necessary information permanently stamped or engraved as shown in Diagram F‑3.4.

Signage

  • All signs for drains and test valves required on sprinkler systems shall be metal, no less than 10‑gauge thickness, colored red, and engraved with permanent white letters.
  • Hydraulic calculation plates required on risers shall be metal, unpainted, with information permanently stamped or engraved, and attached to the riser with a metal “U‑bolt” or chain.
  • All doors or other building materials enclosing or concealing sprinkler risers shall have a durable metal sign with a minimum of three‑inch (3″) red block letters on a contrasting background stating “FIRE RISER INSIDE.” (See Diagram F‑3.5) Signs shall be installed five feet (5′) above finished floor on the outside of fire sprinkler riser access doors.

Special Situations

Spray‑applied or wrapped polyurethane foam insulation that contacts non‑metallic fire sprinkler piping—whether required for freeze protection or not—shall be listed for such use with the pipe and applied according to the manufacturer’s recommendations. Information about any polyurethane foam insulation shall be made available to the Fire Code Official upon request.

Diagrams

<figure="fig-f31">
Diagram F‑3.1: Riser Access Panel Detail
Diagram F‑3.1: Riser Access Panel Detail
<figure="fig-f32">
Diagram F‑3.2: Access to Sprinkler Risers

Requirements include: sprinkler riser in a common area (e.g., equipment room), 36″ clearance around risers for proper access, and a minimum 3′‑0″ door with signage.

Diagram F‑3.2: Access to Sprinkler Risers
<figure="fig-f33">
Diagram F‑3.3: Domestic Water Shutoff (Automatic)

Elements typically shown: city water main, meter, gate valve, ball valve, domestic shutoff (manual), residential domestic automatic shutoff valve (e.g., Model F540), waterflow detector/switch, pressure gauge, drain & test connection, control valve, and domestic system tee.

Diagram F‑3.3: Domestic Water Shutoff (Automatic)
<figure="fig-f34">
Diagram F‑3.4: Sample Placard for Antifreeze Systems
Diagram F‑3.4: Sample Placard for Antifreeze Systems
<figure="fig-f35">
Diagram F‑3.5: Fire Riser Sign
Diagram F‑3.5: Fire Riser Sign
</figure="fig-f35"></figure="fig-f34"></figure="fig-f33"></figure="fig-f32"></figure="fig-f31">

End of Standard F‑3: Fire Sprinkler Systems in Multi‑Family Dwellings.

F-4 POST INDICATOR VALVES AND FIRE DEPARTMENT CONNECTIONS

F‑4 Post Indicator Valves and Fire Department Connections
F‑4 — Fire Prevention Standard

Post Indicator Valves and Fire Department Connections

Revision Date: 11‑05‑2025

Download PDF(PDF, 958KB)

Authority

California Fire Code Sections 102.9, 103, and section 104.1.1 ... may be modified with approval of the Fire Code Official.

Purpose

The purpose of this standard is to provide minimum requirements and guidelines for the installation of Post Indicator Valves (PIVs) and Fire Department Connections (FDCs) for fire sprinkler systems.

Scope

This standard applies to the design, installation, and modification of fire sprinkler systems in commercial, industrial, and multi-family buildings. NFPA standards take precedence if conflicts occur.

Disclaimer

These standards may change without notice. Whenever applicable statutes, regulations, and standards are updated and adopted, the latest shall apply. Please contact the Victorville Fire Prevention Division at (760) 955‑5227 to determine if these standards have changed. These requirements do not exempt any individual from complying with other applicable state, county, or city codes and standards.

Submittals

  • Plans shall be submitted to the Fire Prevention Division for approval prior to any fire sprinkler or underground fire protection system work.

General

  • Each fire sprinkler system shall have at least one PIV and one FDC.
  • Locations must be approved by the Fire Code Official.
  • Minimum 3 ft clearance around all PIVs/FDCs.
  • PIVs and FDCs must be painted OSHA Safety Red and maintained operable.

Installation

  1. PIVs and FDCs shall be located in accessible areas as approved.
  2. Shall be placed a minimum of 20 ft from the structure or 10 ft beyond the adjacent wall height. Closer placement allowed if approved.
  3. Shall be set back at least 2 ft from concrete curbs or protected by bollards.
  4. Equivalent bollard specifications:
    • 4″ Schedule 40 steel, concrete-filled.
    • Spacing ≤ 4 ft.
    • Embedded ≥ 3 ft in 15″ diameter concrete footing.
    • Top ≥ 3 ft above grade.
    • Located ≥ 3 ft from the protected device.
    • Painted OSHA safety yellow.

Specific Requirements for Fire Department Connections

  1. FDC sizes depend on building area and pump presence. 4″ or 6″ risers with Siamese inlets.
  2. All hose connections shall be NH/NST and include protective plugs or locking caps.
  3. Brass components require theft‑resistant bolts.
  4. FDCs must include check valves; in freezing areas, locate below frost line with ball drip valve.
  5. FDCs shall be within 50 ft of a public hydrant (or private, if approved).
  6. A single FDC may serve multiple buildings if:
    • Total area ≤ 50,000 sq ft
    • Buildings share same parcel/address
    • No special hazards requiring individual FDCs
  7. FDCs may only serve sprinkler/standpipe systems.

Identification & Signage

  1. Signs must meet NFPA 13 and 24 requirements.
  2. Red metal signs with 1″ white block letters; 10″ × 5″ minimum; secured with U‑bolt.
  3. Signs shall indicate:
    • Building address and zone served
    • System type
    • Required design pressure if >150 psi

Existing Systems

  • Existing systems must be upgraded to this standard when buildings are modified.
  • Breakaway caps must be replaced with threaded or locking caps when required.
  • Damaged or missing FDCs must be replaced per this standard.

Diagrams

Diagram F‑4.1: PIV and FDC Protection
Diagram F‑4.1: PIV and FDC Protection
Diagram F‑4.2: Single 4″ × 2½″ × 2½″ FDC Detail
DIAGRAM F-4.2: SINGLE 4” X 2 ½” X 2 ½” FDC DETAIL
Diagram F‑4.3: Combined 6″ × 4″ × 2½″ × 2½″ FDC Detail
DIAGRAM F-4.3: COMBINED 6” X 4” X 2 ½” X 2 ½” FDC DETAIL
Diagram F‑4.4: FDC Check Valve Detail
Diagram F‑4.4: FDC Check Valve Detail
Diagram F‑4.5: FDC on Double Detector Check Valve Assembly
Diagram F‑4.5: FDC on Double Detector Check Valve Assembly
Diagram F‑4.6: FDC Identification Signage Detail
Diagram F‑4.6: FDC Identification Signage Detail

F-5 DESIGN, INSTALLATION, AND MAINTENANCE OF FIRE ALARM SYSTEMS

F‑5 Design, Installation, and Maintenance of Fire Alarm Systems
F‑5 — Fire Prevention Standard

Design, Installation, and Maintenance of Fire Alarm Systems

Revision Date: 11-05-2025

Download PDF(PDF, 347KB)

Authority

California Fire Code Sections 102.9, 103, and section 104.1.1 grant the Fire Code Official authority to establish requirements and interpretations. This standard may be modified with approval of the Fire Code Official.

Purpose

This standard provides minimum requirements for the design, installation, and maintenance of fire alarm systems, including systems used solely for monitoring and supervision of fire sprinkler systems.

Scope

This standard applies to all new fire alarm installations and modifications to existing systems, including new construction, additions, and tenant improvements. NFPA 72 and the California Fire Code take precedence in the event of conflict.

Disclaimer

These standards may change without notice. Whenever applicable statutes, regulations, and standards are updated and adopted, the latest shall apply. Please contact the Victorville Fire Prevention Division at (760) 955‑5227 to determine if these standards have changed. These requirements do not exempt any individual from complying with other applicable state, county, or city codes and standards.

Submittals

The following shall be submitted prior to any fire alarm work:

  • Completed City of Victorville Fire permit application.
  • Fire alarm plans using NFPA 170 symbols.
  • NFPA 72 Record of Completion and supplemental forms (required at final inspection).
  • Manufacturer specification sheets and CA State Fire Marshal listings.
  • Copy of UL Certificate for Central Station monitoring, if required.
  • Additional materials as required.
  • Payment of all fees.

Definitions

Fire Sprinkler Monitoring System

A system installed primarily for monitoring water flow and valve supervision of a fire sprinkler system.

Fire Alarm System, Evacuation Type

A system intended to notify and evacuate occupants and perform additional fire safety functions such as elevator recall, fire door control, HVAC shutdown, and other NFPA 72 actions.

General

  • Fire alarm systems shall comply with NFPA 72, CBC, CFC, NEC, and applicable codes.
  • Systems performing suppression, detection, or warning functions must interface with the building fire alarm system (gas detection, hood systems, special suppression systems, hazardous materials warning systems, etc.).
  • Fire alarm systems shall not be combined with security systems unless listed and approved.
  • Installers must meet qualification requirements, including:
    • C‑10 license or employee of C‑10 contractor with manufacturer factory training.
    • Electrician Fire/Life Safety Technician (“blue card”) or NICET Level II when required.

Fire Alarm Control Panels (FACP)

  1. PANELS must be accessible with 36″ clear space; top mounted ≤60″ above finished floor.
  2. Panels may be co‑located with sprinkler risers in a 4′×4′ room with proper signage.
  3. All FACPs must be locked; keys placed in Knox Box.
  4. Panels in multi‑tenant buildings require exterior access or weather‑resistant enclosure with signage.
  5. If FACP is not near main exit, a remote annunciator must be installed within 10 ft of exit.
  6. When panels are replaced or upgraded, entire system must be evaluated to current standards.

Smoke and Heat Detectors

  1. All detectors must be CSFM‑listed for their intended use.
  2. Duct smoke detectors must be air‑sampling type and initiate supervisory signals; remote test switches may be required.
  3. Duct detectors must interconnect to interrupt electrical power to all units in the same smoke compartment upon activation (“global shutdown”).

Manual Pull Stations

  1. Must be placed near exits per NFPA 72 and CFC.
  2. Pull stations subject to false alarms may require tamper‑resistant covers or removal.

Inspections

All fire alarm systems must be inspected and tested before final approval. Contractors must schedule inspections with 24‑hour notice.

Pre‑Wire Inspection

  • Verify locations and types of all devices per plans.
  • All electrical boxes, power supplies, and conduit must be in place.

Final Inspection

  • All devices must be pre‑tested by installer.
  • Batteries must be present; 24‑hour test may be required.
  • Full function test of all devices and monitored signals is required.
  • All fire safety functions (waterflow, HVAC shutdown, doors, elevators, etc.) must be tested.
  • Communications equipment must be tested.
  • All circuits labeled and panels secured.
  • Record of Completion, UL certificates, and maintenance/monitoring contracts submitted when required.
  • Any design or field changes require revised plans before further inspections.

Fire Sprinkler Monitoring Systems

  1. Systems must comply with this section and applicable codes.
  2. Not required to interconnect with hood systems (NFPA 17A).
  3. Must monitor clean agent and dry powder systems when used in place of sprinklers.
  4. Manual pull stations not required.
  5. Must include interior audible/visual notification devices.
  6. Duct detectors need not be supervised unless required for automatic shutdown.
  7. Remote annunciator required when FACP not near main exit.
  8. Additional equipment may be connected voluntarily; such systems do not become full evacuation systems unless classified as such.

Figures

Figure F‑5.1: Fire Alarm Control Panel Details
Figure F‑5.1: Fire Alarm Control Panel Details
Figure F‑5.2: Fire Alarm Control Panel Signage
Figure F‑5.2: Fire Alarm Control Panel Signage

F‑6 FIRE FLOW REQUIREMENTS FOR BUILDINGS

F‑6 Fire Flow Requirements for Buildings
F‑6 — Fire Prevention Standard

Fire Flow Requirements for Buildings

Revision Date:11-05-2025

Download PDF(PDF, 281KB)

Authority

California Fire Code Sections 102.9, 103, and section 104.1.1 as amended in section 8.08.04(5) of the City of Victorville Municipal Code provide authority for the Fire Code Official to adopt policies, procedures, rules, and regulations necessary to clarify and apply the Fire Code. For further requirements, see Appendixes B and BB et seq. of the California Fire Code. This standard may be modified with approval of the Fire Code Official.

Purpose

The purpose of this standard is to provide procedures for determining the fire flow requirements for buildings or portions of buildings.

Scope

This standard applies to the design, construction, and maintenance of all new buildings or portions of buildings subject to the current California Fire Code and the City of Victorville Municipal Code when applied at the discretion of the Fire Code Official.

Disclaimer

These standards may change without notice. Whenever applicable statutes, regulations, and standards are updated and adopted, the latest shall apply. Please contact the Victorville Fire Prevention Division at (760) 955‑5227 to determine if these standards have changed. These requirements do not exempt any individual from complying with other applicable state, county, or city codes and standards.

Definitions

Fire Flow

The flow rate of a water supply, measured at 20 pounds per square inch (psi) residual pressure, that is available for firefighting.

Fire Flow Calculation Area

The building or floor area, in square feet, used to determine the required fire flow.

General

  1. All buildings and/or portions of buildings constructed under the current California Fire Code and the City of Victorville Municipal Code shall conform to this standard.
  2. All required fire flow for water supply systems shall be based on a minimum of 20 psi residual pressure and shall account for daily water consumption for the building location.
  3. Fire Prevention may require inspection and acceptance testing of fire flow for a water fire protection system.
  4. For purposes of determining adequate fire flow, the following shall apply to California Fire Code Appendix B and the Victorville Municipal Code:
    • Triplexes, fourplexes, apartment complexes (five or more units), and condominiums:
      • Fire flow and duration as determined by B105.1(1), B105.1(2), and B105.2.
      • Reduction for approved automatic sprinkler systems per Table B105.2:
        • 50% of Table B105.1(2)(b)
        • 50% of Table B105.1(2)(a)
    • Other residential property and buildings, including hotels, motels, places of assembly, commercial, industrial, and hazardous occupancies:
      • Fire flow and duration as determined by B105.1(1), B105.1(2), and B105.2.
      • Reduction for approved sprinkler systems per Table B105.2:
        • 50% of Table B105.1(2)(a)

Diagrams

Diagram F‑6.1: Fire Flow Calculation Overview
Diagram F‑6.1: Fire Flow Calculation Overview
Diagram F‑6.2: Example Fire Flow Determination

F‑7 FIRE WATCH REQUIREMENTS

F‑7 Fire Watch Requirements
F‑7 — Fire Prevention Standard

Fire Watch Requirements

Revision Date:11-05-2025

Download PDF(PDF, 368KB)

Authority

California Fire Code Sections 102.9, 103, and section 104.1.1 as amended in section 8.08.04(5) of the City of Victorville Municipal Code provide the Fire Code Official authority to adopt policies, procedures, rules, and regulations to clarify the application of the Fire Code. Additional requirements can be found in sections 3305.5, 901.7, and 3504.2 et seq. of the California Fire Code. This standard may be modified with approval of the Fire Code Official.

Purpose

The City of Victorville Fire Prevention Division enforces fire watch requirements when a building or premises presents a hazard to life or property due to construction, alteration, demolition, fire damage, emergency conditions, or whenever fire protection systems become inoperable. Fire watch mitigates conditions that would otherwise require evacuation.

Scope

The assignment of qualified personnel with the responsibility for continuous observation of a building or premises to detect fire, hazards, or emergencies and to immediately notify occupants and the Fire Department.

Disclaimer

These standards may change without notice. Whenever applicable statutes, regulations, and standards are updated and adopted, the latest shall apply. Please contact the Victorville Fire Prevention Division at (760) 955‑5227 to determine if these standards have changed. These requirements do not exempt any individual from complying with other applicable state, county, or city codes and standards.

Definitions

Fire Watch

A temporary measure providing continuous surveillance of a building or portion thereof by one or more qualified individuals to identify and control fire hazards, detect early signs of fire, notify the fire department, and alert occupants.

General

When conditions warrant a fire watch, the following requirements apply. The duration and hours of operation shall be determined by the Fire Prevention Division. Patrol frequency:

  • Every 15 minutes — sleeping uses, institutional uses, occupied assembly uses.
  • Every 30 minutes — all other facilities (documentation recorded at least every 60 minutes).
  1. Fire watch personnel shall be pre-approved by the Fire Prevention Division and shall:
    • Keep diligent watch for fires, obstructions, and hazards.
    • Take prompt measures to mitigate hazards and extinguish small fires.
    • Assist in evacuation of building occupants.
    • Communicate effectively.
    • Be fully familiar with all areas of the building.
    • Patrol all rooms, areas, and basements unless instructed otherwise.
    • Document patrol rounds and significant observations.
    • Alert occupants and direct evacuation when necessary.
  2. Fire watch personnel shall have a working cell phone, know the building address, and know how to call 9‑1‑1.
  3. Personnel shall be trained in and have access to fire extinguishers.
  4. Personnel shall understand the evacuation plan and be able to communicate instructions.
  5. No other duties may be performed while on fire watch.
  6. Personnel shall remain awake, alert, and unimpaired.
  7. Personnel must remain on duty until properly relieved.
  8. All activities shall be logged and sent daily to prevention@victorvilleca.gov.
  9. Fire watch shall remain in effect until lifted in writing by the Fire Prevention Division.

Responsibility for Instruction

Owners, managers, or persons in control of the premises shall assign and instruct fire watch personnel regarding:

  1. Procedures for notifying the Fire Prevention Division.
  2. Areas that must be monitored.
  3. Methods to alert occupants and evacuate the premises.
  4. Training needed to reactivate disabled fire protection systems when required.
  5. Training in the use of fire extinguishers and suppression systems.
  6. Any special instructions issued by the Fire Prevention Division.

Record Keeping

  1. Owners/managers shall provide a logbook containing:
    • This Fire Watch Standard
    • “Terminating Fire Watch” form (Exhibit A)
    • “Fire Watch Information” form (Exhibit B)
    • Fire Watch Log (Exhibit C)
  2. The logbook must remain on-site for inspection.
  3. Logs must be emailed daily if required by the Fire Prevention Division.

Exhibits

Exhibit A: Terminating Fire Watch

Fire Watch shall not be terminated until all fire protection equipment/systems are restored, tested by a licensed technician, and approved by the Fire Prevention Division. Failure to comply may result in legal action.

Recipient Acknowledgment:

Received by: ___________________    Title: ________________________________

Fire Watch Logs shall be emailed to: fireprevention@victorvilleca.gov

Exhibit B: Fire Watch Information

Building/Project Name: __________________

Building/Project Address: ________________

Responsible Party: ___________________    Contact #: ____________

Names of Authorized Fire Watch Personnel:

1. ___________________    Contact #: ____________

2. ___________________    Contact #: ____________

3. ___________________    Contact #: ____________

4. ___________________    Contact #: ____________

5. ___________________    Contact #: ____________

Exhibit C: Fire Watch Log

Business Name: ____________________________

Address: ____________________________

City/State/Zip: ____________________________

Name/Title of Person in Charge: ______________________

Email: ______________________    Cell: ______________________

Name/Title of Fire Watch Personnel: ____________________

Email: ______________________    Cell: ______________________

Shift Start: ________    Shift End: ________

Date: ________    Patrol Time: ________    Notes: ________    Initials: ________

G‑1 ORGANIC PRODUCT STORAGE

G‑1 Organic Product Storage
G‑1 — Fire Prevention Standard

Organic Product Storage

Revision Date:11-05-2025

Download PDF(PDF, 233KB)

Authority

California Fire Code Sections 102.9, 103, and section 104.1.1 as amended in section 8.08.04(5) of the City of Victorville Municipal Code provide authority for the Fire Code Official to adopt policies, procedures, rules, and regulations necessary to clarify the application of the Fire Code and specify requirements not otherwise provided. For additional requirements, see section 2808 et seq. of the California Fire Code. This standard may be modified with approval of the Fire Code Official.

Purpose

The purpose of this standard is to provide minimum requirements for the storage of organic products that may create a fire hazard in their natural or processed state when stored in bulk piles.

Scope

This standard applies to indoor and outdoor bulk storage of miscellaneous organic products, including yard or tree trimmings, manure, organic compost, wood chips, peat moss, sawdust, or any finely divided materials capable of accumulating heat and presenting spontaneous combustion hazards.

Disclaimer

These standards may change without notice. Whenever applicable statutes, regulations, and standards are updated and adopted, the latest shall apply. Please contact the Victorville Fire Prevention Division at (760) 955‑5227 to determine if these standards have changed. These requirements do not exempt any individual from complying with other applicable state, county, or city codes and standards.

Submittals

The owner shall provide a plot plan including:

  1. Fire apparatus access roads
  2. Locations of permanent structures, raw material piles, and all finished product storage
  3. Locations of all water sources
  4. Locations of all other hazards (flammable, combustible, LPG tanks)

General

  1. Fire apparatus access roads shall be designed per California Fire Code section 503 and City of Victorville Fire Prevention Standard A‑1, and maintained around the perimeter.
  2. Individual piles shall not be closer than twenty feet (20') from property lines.
  3. Bulk storage of manure or organic products requires an operational permit renewed annually.
  4. Individual piles shall not exceed 42,000 cubic feet in volume nor exceed twenty‑five feet (25') in height.
  5. Minimum distance between piles and structures shall be at least twenty feet (20').
  6. A water supply shall be provided per Fire Prevention Standard W‑1. Minimum fire flow is 1500 GPM @ 20 psi for 2 hours. Hydrants shall be spaced along access roads per Appendix C and Standard W‑2.
  7. Adequate oscillating sprinklers and hose length shall be provided for wetting smoldering areas. Sprinklers shall be mounted on a stable base on the pile.
  8. No smoking except in designated smoking areas posted with approved signage. “NO SMOKING” and “NO OPEN FLAME” signs shall be in conspicuous locations.
  9. Fuels for vehicle use shall be in approved underground or aboveground vaulted tanks, under a separate Fire Prevention Division permit.
  10. Approved fire extinguishers shall be provided in required locations.
  11. Equipment capable of moving bulk products and disturbing piles must be maintained on site.
  12. If fire suppression is required, the business owner shall be responsible for all associated costs of fire suppression efforts.

Diagrams

Diagram G‑1.1: Organic Material Storage Layout
Diagram G‑1.2: Minimum Clearances and Pile Spacing

G‑2 OUTSIDE FIREWOOD STORAGE AND LOGGING YARDS

G‑2 Outside Firewood Storage and Logging Yards
G‑2 — Fire Prevention Standard

Outside Firewood Storage and Logging Yards

Revision Date:11-05-2025

Download PDF(PDF, 243KB)

Authority

California Fire Code Sections 102.9, 103, and section 104.1.1 as amended in section 8.08.04(5) of the City of Victorville Municipal Code authorize the Fire Code Official to adopt policies, procedures, rules, and regulations necessary to clarify and apply the Fire Code. Additional requirements appear in section 2806 et seq. of the California Fire Code. This standard may be modified with approval of the Fire Code Official.

Purpose

The purpose of this standard is to provide minimum requirements for the storage of organic products that may present a fire hazard when stored in bulk piles.

Scope

This standard applies to indoor and outdoor bulk storage of miscellaneous organic products, including firewood, logs, yard trimmings, manure, compost, wood chips, peat moss, sawdust, or other finely divided materials capable of accumulating heat and presenting spontaneous combustion hazards.

Disclaimer

These standards may change without notice. Whenever applicable statutes, regulations, and standards are updated and adopted, the latest shall apply. Please contact the Victorville Fire Prevention Division at (760) 955‑5227 to determine if these standards have changed. These requirements do not exempt any individual from complying with other applicable state, county, or city codes and standards.

Submittals

For new facilities, the owner shall provide a plot plan including:

  1. Fire apparatus access road
  2. Locations of permanent structures, log decks, firewood stacks, and combustibles
  3. Locations of all water sources
  4. Locations of all other hazards (flammable, combustible, LPG tanks)

General

  1. Wood shall be stacked tightly and neatly in cords not exceeding eight (8) feet in height or ten (10) cords per stack.
  2. Outdoor storage shall not exceed sixty (60) cords unless approved by the Fire Code Official.
  3. Stacks shall be separated from property lines and other stacks by at least one‑half the height of the stack, not less than ten (10) feet. In the Fire Safety (FS) overlay zone:
    • Firewood must be at least thirty (30) feet from all structures, or
    • Completely enclosed within a structure.
  4. Wood in rounds or logs shall not be stored longer than ninety (90) days.
  5. Stacks shall be covered with tarps to prevent accumulation of leaves, needles, debris, and sparks.
  6. Storage yards shall remain clean and free of bark, chips, sawdust, and scraps.
  7. Required extinguishers:
    • Pressurized water extinguishers ≥ 2½ gallons, or
    • Dry chemical extinguishers with minimum 2A‑10BC rating
    Placement shall be approved by the Fire Code Official.

Fire Access Roads

If any portion of the operation is more than 150 feet from a public street, on‑site fire access roads conforming to Fire Prevention Standard A‑1 are required and shall provide reasonable access to all parts of the property, storage stacks, and buildings.

Water Supply

  1. An approved water supply shall be provided per Standard W‑2 from hydrants served by a water purveyor, with:
    • Fire flow ≥ 1,500 GPM
    • Residual pressure ≥ 20 psi
    • Duration ≥ 2 hours
    unless alternate storage/distribution is approved.
  2. If no water purveyor serves the site, a water supply shall be provided per Standard W‑1 and NFPA 1142.
  3. Fire hydrants shall be located along access roads in positions approved by the Prevention Division.

Logging and Harvesting Operations

All logging and timber harvesting shall be reviewed and approved by the Fire Prevention Division prior to start of operations. When required, a plan prepared by a registered forester shall be submitted addressing apparatus access, fire protection, and fuel management.

Diagrams

Diagram G‑2.1: Firewood Stack Separation Requirements
Diagram G‑2.2: Logging Yard Access and Hydrant Locations

G‑3 PALLET REFURBISHING AND STORAGE YARDS

G‑3 Pallet Refurbishing and Storage Yards
G‑3 — Fire Prevention Standard

Pallet Refurbishing and Storage Yards

Revision Date:11-05-2025

Download PDF(PDF, 337KB)

Authority

California Fire Code Sections 102.9, 103, and section 104.1.1 as amended in section 8.08.04(5) of the City of Victorville Municipal Code authorize the Fire Code Official to adopt policies, procedures, rules, and regulations to clarify the Fire Code. Further requirements appear in section 508 et seq. of the California Fire Code. Modifications may be approved by the Fire Code Official.

Purpose

This standard establishes minimum requirements for fire access, water supply, and general fire safety for outdoor storage of combustible pallets.

Scope

This standard applies to outdoor storage of combustible idle pallets at pallet manufacturing, refurbishing, or storage facilities, and incidental pallet storage at commercial and industrial locations.

Disclaimer

These standards may change without notice. Whenever applicable statutes, regulations, and standards are updated and adopted, the latest shall apply. Please contact the Victorville Fire Prevention Division at (760) 955‑5227 to determine if these standards have changed. These requirements do not exempt any individual from complying with other applicable state, county, or city codes and standards.

Submittals

For new facilities, the owner shall submit a plot plan including:

  1. All pages must include a 3 × 3 inch box labeled “FOR FIRE DEPARTMENT USE ONLY” for approval stamps.
  2. A scaled site or plot plan with:
    • Fire access roads and turnarounds
    • Dimensions of road widths and turning radii
    • Road surfacing specifications
    • Locations of any obstructions to access roads (see VFPD Standard A‑3)
    • Locations of structures, log decks, firewood stacks, and combustibles
    • Fire protection water sources
    • Parking, landscaping, walkways, and adjacent areas
    • Hazards such as flammable liquids, hazardous materials, and LPG tanks
  3. A Planning Department approval letter

Definitions

Pallet

A portable platform used for handling, storing, and moving materials.

Stack

Single pallets stacked horizontally in an orderly, stable manner.

Pile

A group of pallet stacks clustered within six inches of each other.

Fire Department Access Road

A road providing apparatus access from a fire station to a facility or building. Minimum width: 26 ft; minimum clear height: 14 ft 6 in.

Fire Flow

The flow rate of water at 20 psi residual pressure available for firefighting.

Permit

An official document authorizing a specific regulated activity.

General

  1. Pallets stored outdoors shall comply with this standard.
  2. Pallets stored indoors must comply with NFPA 13 and the current California Fire Code.
  3. Pallet stacks shall not exceed sixteen (16) feet in height.
  4. Pallet piles shall not exceed 20 ft × 20 ft × 16 ft (6,400 cubic ft). (See Diagram G‑3.1)
  5. Piles must be separated by at least 20 ft from other piles, structures, and exposures.
  6. Processing areas must meet all fire protection requirements. Minimum extinguisher: 4A:40BC within 75 ft of any pallet stack.
  7. Welding or cutting requires a VFPD hot works permit. 25 ft minimum clearance from combustibles and mandatory fire watch.
  8. “No Smoking” signs required; designated smoking areas must be 25 ft from combustibles.
  9. Vehicle fuels must be stored in approved underground or vaulted aboveground tanks under a separate permit.
  10. If fire suppression activities occur, the business owner is responsible for all related costs.

Fire Access

  1. Access roads must comply with Standards A‑1, A‑2, A‑3 and CFC 503.
  2. Access lanes shall be at least 26 ft wide around the interior perimeter.
  3. No vehicles or storage may obstruct access roads.
  4. A durable marking system must identify pallet areas and fire lanes.

Water Supply

  1. Areas with a water purveyor must provide:
    • Minimum fire flow: 2,250 GPM
    • Residual pressure: 20 psi
    • Duration: 2 hours
  2. Fire flow based on largest pile: 20 ft × 20 ft (400 sf) + 20 ft clear aisles (6,400 sf effective).
  3. Areas without purveyor water must provide approved systems per W‑1, NFPA 1142.
  4. Hydrants must meet VVFD spacing requirements, at entrances and along access roads.

Logging & Harvesting Operations

All logging and timber harvesting must be reviewed and approved by the Fire Prevention Division. When required, a plan prepared by a registered forester must be submitted addressing fire access, protection, and fuel management.

Diagrams

Diagram G‑3.1: Storage Arrangement Within Pallet Yards
Diagram G‑3.1: Storage Arrangement Within Pallet Yards

M‑1 CARBON DIOXIDE (CO₂) SYSTEMS

M‑1 Carbon Dioxide (CO₂) Systems
M‑1 — Fire Prevention Standard

Carbon Dioxide (CO₂) Systems

Revision Date:11-05-2025

Download PDF(PDF, 1MB)

Authority

California Fire Code Sections 102.9, 103, and section 104.1.1 authorize the Fire Code Official to adopt policies, procedures, rules, and regulations to clarify and apply the Fire Code. Additional requirements appear in section 5307.3 et seq. of the California Fire Code. Modifications may be approved by the Fire Code Official.

Purpose

This standard provides the minimum safety requirements for the use, installation, and operation of CO₂ systems in commercial buildings.

Scope

This standard applies to the design, construction, and maintenance of all new and existing CO₂ systems containing 100 pounds or more of carbon dioxide.

Disclaimer

These standards may change without notice. Whenever applicable statutes, regulations, and standards are updated and adopted, the latest shall apply. Please contact the Victorville Fire Prevention Division at (760) 955‑5227 to determine if these standards have changed. These requirements do not exempt any individual from complying with other applicable state, county, or city codes and standards.

Submittals

The applicant shall provide a scaled floor or plot plan showing at minimum:

  1. Floor plan including:
    • When CO₂ is supplied from a bulk system, provide:
      • Mechanical ventilation plans with calculations and electrical connections, or
      • CO₂ Gas Detection System plans including:
        • CO₂ sensors
        • CO₂ audible/visible alarms
        • Central unit or annunciator
        • Method of fire alarm integration
    • Location of CO₂ tanks or cylinders
    • Mixing stations and valves
    • Fill port location
    • Required signage locations
  2. Data sheets for all major components
  3. Completed permit applications for:
    • CO₂ System Installer
    • Fire Alarm Contractor

Definitions

Carbon Dioxide (CO₂)

A colorless, odorless, inert gas heavier than air. At <87.8°F it becomes liquid. In confined or low‑lying areas, CO₂ displaces oxygen and can cause suffocation.

General

CO₂ systems are commonly found in assembly occupancies, such as restaurants and microbreweries. Many existing systems were installed without proper permits, creating unsafe conditions. Requirements in this document apply retroactively and must be met within 12 months of discovery.

Systems with less than 100 pounds of CO₂ are exempt from this standard.

Construction Permits

A fire construction permit is required to install or modify any CO₂ system exceeding 100 pounds (875 cubic feet at NTP). Systems shall comply with the California Fire Code and NFPA 72.

System Requirements

  1. Fill ports must be piped to outside atmosphere.
  2. All venting, including emergency venting, shall discharge outdoors.
  3. Insulated liquid CO₂ containers must be anchored to the slab.
  4. Compressed gas cylinders must be secured from tipping.
  5. All hoses and fittings must be manufacturer approved.
  6. Warning signs must be posted per CFC.
  7. A backup power source is required unless FA system provides power‑loss trouble signal.
  8. CO₂ detectors must have battery backup and reset to alarm after power loss.
  9. Gas detection system must be tested annually; sensors calibrated per manufacturer specs.
  10. Systems not in good working order must be shut down until repaired.

Mechanical Ventilation

  1. Mechanical ventilation required in rooms with CO₂ tanks, piping, or equipment.
  2. Systems must comply with the International Mechanical Code.
  3. Rooms containing CO₂ must be maintained at negative pressure.
  4. Minimum ventilation rate: 1 CFM per square foot.
  5. Ventilation must operate continuously unless alternative designs are approved.
  6. Manual emergency shutoff control must be break‑glass type.
  7. Exhaust must be drawn from within 12 inches of floor.
  8. Air movement must reach all floor areas.
  9. Exhaust shall not be recirculated.

A gas detection system may be approved in lieu of mechanical ventilation.

Gas Detection Systems

  1. Required when mechanical ventilation is not provided.
  2. Sensors required in rooms, indoor areas, and below‑grade outdoor areas.
  3. Sensors must be installed within 12 inches of floor in areas where CO₂ may accumulate.
  4. Sampling must be continuous.
  5. Local audible/visible alarms required in each area.
  6. Public areas require additional alarm appliances.
  7. Strobes: minimum 110 candela, amber lens.
  8. Alarms: minimum 75 dB at 10 ft.
  9. A central unit/annunciator must monitor all sensors.
  10. Detection systems must be permanently connected to building power.

Alarm Conditions & Monitoring

  1. 5,000 ppm activates supervisory alarm.
  2. 30,000 ppm activates full alarm.
  3. Evacuation must be initiated at 30,000 ppm.
  4. CO₂ detection must report to the building fire alarm system (if provided).
  5. Alarm signals must report to central station as “CO₂ Alarm.”
  6. CO₂ alarms shall not activate fire alarm notification appliances.
  7. If no fire alarm exists, an exterior audible/visible notification device is required to alert responders.

Diagrams

Diagram M‑1.1: Alarm System Components
Diagram M‑1.1: Alarm System Components
  1. CO2 concentration of 5,000 ppm or .5% shall activate an audible and visible supervisory alarm in a normally attended location (CO2 system annunciator).
  2. CO2 concentration of 30,000 ppm or 3% shall activate audible and visible alarms
  3. Initiating evacuation of the building (CO2 alarm with amber strobe).
  4. The gas detection system shall be monitored by the building fire alarm system when one is provided. Connections shall be approved and connected in accordance with the fire alarm equipment manufacturer’s instructions. Exception: existing alarm panels without the capacity for additional signals or incompatible panels may be excluded with approval from the Fire Code Official.
  5. Alarm signals from the CO2 gas detection system shall report to the Central Station as “CO2 Alarm”. Exception: existing alarm panels without the capacity for additional signals or incompatible panels may be excluded with approval from the Fire Code Official.
  6. Activation of the CO2 alarm system shall not activate the fire alarm notification appliances.
  7. When a building fire alarm is not provided, additional audible and visible notification is required outside the building to notify emergency responders of a CO2 alarm condition. The notification device shall be labeled as a CO2 alarm with an amber lens and shall be activated upon initiation of the CO2 sensors.
Diagram M‑1.2: Required Warning Signage
Diagram M‑1.2: Required Warning Signage
Diagram M‑1.3: Hazard Identification Signage (NFPA 704)
Diagram M‑1.3: Hazard Identification Signage (NFPA 704)
Diagram M‑1.4: Hazard Identification Signage
Diagram M‑1.4: CO₂ Sensor & Alarm Locations
Diagram M‑1.4: CO₂ Sensor & Alarm Locations
Diagram M‑1.5: Points of Use & Mixing Areas
Diagram M‑1.5: Points of Use & Mixing Areas
Diagram M‑1.7: Points of Use & Mixing Areas

R‑1 RESIDENTIAL LARGE FAMILY DAYCARE

R‑1 Residential Large Family Daycare
R‑1 — Fire Prevention Standard

Residential Large Family Daycare

Revision Date:11-05-2025

Download PDF(PDF, 1MB)

Authority

California Fire Code Sections 102.9, 103, and section 104.1.1 authorize the Fire Code Official to adopt policies, procedures, and regulations necessary to clarify and enforce the Fire Code. Additional requirements appear in Chapters 9 and 10 of the California Fire Code. This standard may be modified with approval of the Fire Code Official.

Purpose

This guideline provides requirements for residential large family daycare facilities, ensuring compliance with CCR Title 19, the CFC, CBC, CRC, and the California Health & Safety Code.

Scope

Applies to licensed large family daycare facilities (up to 14 children, less than 24 hours) in R‑3 or R‑2 occupancies. This guideline focuses on common requirements noted during fire clearance inspections.

Disclaimer

These standards may change without notice. Whenever applicable statutes, regulations, and standards are updated and adopted, the latest shall apply. Please contact the Victorville Fire Prevention Division at (760) 955‑5227 to determine if these standards have changed. These requirements do not exempt any individual from complying with other applicable state, county, or city codes and standards.

Submittals

DSS Form STD 850 and all required plans must be submitted to VFPD at least two weeks before inspection. Incomplete or late submissions prevent processing of clearance.

The required plan information includes:

  1. Building Address
  2. Occupancy Classification (R‑3 or R‑2)
  3. Site Plan showing:
    • Building outline
    • Exit pathway dimensions
    • Fences/walls over 3 ft
    • Gate clear openings
  4. Floor Plan showing:
    • All rooms and proposed daycare/napping areas
    • Garage openings/doors
    • Doorway height/width
    • Smoke/CO alarm locations
    • Fire alarm pull station
    • Water sources
    • All hazards
  5. Sprinkler System—required if daycare areas are above the first story

General Requirements

  1. Smoke Alarms required in all dwellings used for daycare, installed per manufacturer instructions, UL‑listed, and CSFM‑approved. Devices older than 10 years must be replaced.
  2. CO Alarms required in homes with fuel‑burning appliances or attached garages. Hardwired with battery back‑up and interconnected unless exempted for pre‑2011 homes without structural work.
  3. Fire Alarm with at least one manual initiating device and a listed audible alarm audible throughout the dwelling. Pull station mounted 42–48 inches above floor.
  4. Exiting: Minimum two approved exits, 32‑inch clearance, no special knowledge required, and deadbolts must release with knob operation. Sliding doors permitted if meeting width.
  5. Exit paths must be clear at all times; basements used for daycare must have two exits; upper floors require sprinklers; emergency escape openings must be operable without tools.

Other Requirements

  1. Address numbers 4 inches high, visible from street.
  2. Provide 2A:10B:C extinguisher mounted with correct height clearance.
  3. Fireplaces and water heaters must be protected from child contact.
  4. Maintain combustible clearance around water heaters.
  5. Maintain all fire/smoke‑rated construction between garage and dwelling.
  6. Garage doors must be self‑closing and latching.
  7. Garage cannot be used for daycare without building department approval.
  8. All modifications must be reviewed and approved before inspection.

Attachments / Diagrams

Diagram R‑1.1: Attachment A — Site Plan Example
Diagram R‑1.1: Attachment A & Site Plan Example
Diagram R‑1.2: Attachment B — Fire Alarm Configurations

Where the manual initiating device and/or the notification device is powered by the home’s 120V electrical wiring, the connection shall be permitted, inspected, and approved by the local building department. Permits may not be needed where the devices are supplied by low-voltage wiring—verify construction, permit, and inspection requirements with the building department prior to installation.

This fire alarm system is not required to be interconnected with the smoke alarms or CO detectors unless those devices are being used to sound the alarm signal throughout the home.


r12 Fire Alarm Configurations Examples

The combinations of alarm initiating and notification devices shown above are examples only and are not intended to endorse any particular brand, model, or configuration. Other devices may be acceptable provided they are listed by the California State Fire Marshal as components of a residential fire alarm system, a commercial fire alarm system, or a combination residential fire and burglar alarm system.


Diagram R‑1.3: Attachment C — Smoke & CO Alarm Locations
Diagram R‑1.3: Attachment C & Smoke & CO Alarm Locations

Smoke Alarms:

  1. In each bedroom/sleeping area
  2. In the room or space leading to each separate bedroom/sleeping area in the home (for example, in the hallway serving one or more bedrooms)
  3. On each additional story of the dwelling, including basements and finished attics. In split-level homes where there is no intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than a full story below the upper level

Do not install smoke alarms in the kitchen, bathrooms, garage, crawl space, or unfinished attics. Do not install photoelectric smoke alarms within 3’ of a door to a bathroom that has a tub or shower unless this would prevent placement of a device in a space that requires it.

Carbon Monoxide Alarms:

  1. In the room or space leading to each separate bedroom/sleeping area in the home (for example, in the hallway serving one or more bedrooms)
  2. On every occupiable level, including basements
  3. In every bedroom or sleeping area where there is a fireplace or other fuel-burning appliance located within the space or an attached bathroom


Diagram R‑1.4: Attachment D — Pre‑inspection Checklist

Use this checklist in conjunction with Standard R-01 to prepare your large family daycare for a fire-clearance inspection by VFPD. As the design and use of individual homes can vary, this checklist is not all-inclusive and other requirements that are not included herein may apply.

GENERAL

  • ☐Building modifications have been approved by the building department
  • ☐Garage is not used for daycare unless approved as a living space by the building department
  • ☐Home has minimum 4” high address numbers clearly visible from the street

DETECTORS/ALARMS


  • ☐Smoke alarms installed and functional
  • ☐Carbon monoxide alarms installed and functional
  • ☐Fire alarm installed and audible throughout the home

EXITING


  • ☐Two exit paths from the daycare area to the street are provided
  • ☐All exit doors have minimum 32” clear opening width
  • ☐Single-action hardware is installed on all exit doors and gates
  • ☐Deadbolts open in tandem with the primary door knob
  • ☐Keys are not required to open the exit doors/gates in the direction of exit travel
  • ☐Exit paths are clear of obstructions
  • ☐Basements and sleeping rooms have emergency escape/rescue openings
  • ☐Emergency escape/rescue openings lead to the public way and are accessible to firefighters
  • ☐Bars/grills over emergency escape/rescue openings are openable from the inside

FIRE EXTINGUISHERS


  • ☐2A:10B:C fire extinguisher has been provided
  • ☐Extinguisher is new or has been serviced in the last year
  • ☐Extinguisher is mounted to the wall in a visible and accessible location

FIRE SAFETY


  • ☐Fireplaces and gas-fire water heaters are protected from contact by children
  • ☐No combustibles are stored near water heaters or other sources of ignition
  • ☐Door between the dwelling and garage is in good condition
  • ☐Door between the dwelling and garage is self-closing and latching
  • ☐Door between the dwelling and garage is of proper type
  • ☐There are no dog-doors, windows, or other openings between the garage and dwelling


R‑2 RESIDENTIAL CARE FACILITY

R‑2 Residential Care Facility
R‑2 — Fire Prevention Standard

Residential Care Facility

Revision Date:11-05-2025

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Authority

California Fire Code Sections 102.9, 103, and section 104.1.1 authorize the Fire Code Official to adopt policies, procedures, and regulations necessary to clarify the Fire Code. See Chapters 9 and 10 of the CFC for additional requirements. This standard may be modified with approval of the Fire Code Official.

Purpose

This guideline ensures compliance for residential care facilities licensed to house six or fewer bedridden or non‑ambulatory clients. Requirements derive from CCR Title 19, CFC, CBC, CRC, and Health & Safety Code.

Scope

Applies to DSS‑licensed care facilities in R‑3.1 occupancy housing ≤6 non‑ambulatory or bedridden clients. Facilities with more than six clients must submit formal plans to VFPD. Ambulatory‑only facilities should follow Guideline R‑01.

Disclaimer

These standards may change without notice. Whenever applicable statutes, regulations, and standards are updated and adopted, the latest shall apply. Please contact the Victorville Fire Prevention Division at (760) 955‑5227 to determine if these standards have changed. These requirements do not exempt any individual from complying with other applicable state, county, or city codes and standards.

Submittals

DSS Form STD 850 must be submitted to VFPD prior to scheduling inspection. Site and floor plans must be uploaded via the Customer Service Portal ≥2 weeks before inspection.

The following must be provided:

  1. Building address
  2. Occupancy classification (R‑3.1)
  3. Site plan showing:
    • Building outline and structures
    • Exit pathways and widths
    • Fences/walls over 3 ft
    • Gate clear openings
  4. Floor plan showing:
    • All rooms and proposed client sleeping areas
    • Garage openings and separation
    • Door heights/widths
    • Hallway widths
    • Smoke/CO alarm locations
  5. Sprinkler system information (CBC 903.2.8):
    • Required if more than one bedridden client
    • Required for non‑ambulatory clients above first story
    • Required for any clients on third or higher story

General Requirements

Smoke Alarms

Required in all habitable spaces. Must be interconnected, audible throughout, hardwired with battery backup in new or converted homes, UL‑listed and CSFM‑approved.

CO Alarms

Required where fuel‑burning appliances or attached garages exist. Must be installed in required locations, hardwired with battery backup, and interconnected.

Exiting Requirements

Two remote exits required; 32-inch minimum clear width. Hallways ≥36 inches. Exit paths cannot pass through kitchens, garages, closets, etc.

Emergency Escape / Rescue

Openable without tools; security bars must release from inside.

Exiting From Client Rooms in Sprinklered Homes

Bedrooms serving bedridden or non‑ambulatory clients must meet one of four exit path configurations (see diagrams).

Exiting in Unsprinklered Homes

Requirements differ for non‑ambulatory and bedridden clients (diagrams included below).

Other Requirements

  1. Address numbers ≥4 inches, visible from street.
  2. 2A:10B:C extinguisher required, properly mounted and serviced.
  3. Maintain combustible clearance around water heaters.
  4. Garage/dwelling separation must be intact.
  5. Garage entry doors must be self‑closing and positive latching.
  6. No sleeping areas permitted in garages.
  7. Changes in elevation require proper transitions or ramps.
  8. All modifications must be building‑department approved.
  9. Evacuation signs must be posted in visible locations.

Temporary Bedridden Clients

RCFEs may retain temporarily bedridden clients but must notify VFPD within 48 hours, providing estimated duration. (CBC 435.10)

Attachments / Diagrams

Diagram R‑2.1.1: Condition #1 — Direct Exit to Exterior
Diagram R‑2.1.1: Condition #1 & Direct Exit to Exterior
Diagram R‑2.1.2: Condition #2 — Exit Through Adjacent Bedroom
Condition #2 & Exit Through Adjacent Bedroom
Diagram R‑2.1.3: Condition #3 — Exit via Hallway
R‑2.1.3: Condition #3 — Exit via Hallway
Diagram R‑2.1.4: Condition #4 — Bedroom → Hallway → Bedroom → Exterior
Diagram R‑2.1.4: Condition #4 & Bedroom Hallway & Bedroom Exterior
Diagram R‑2.2: Business Owner Pre‑inspection Checklist

Use this checklist in conjunction with Guideline R-02 to prepare your home for a fire-clearance inspection by VFPD. As the design and use of individual homes can vary, this checklist is not all-inclusive, and other requirements that are not included herein may apply.

GENERAL


  • □Building modifications have been approved by the building department.
  • □Garage is not used for a living space unless approved as one by the building department
  • □Home has minimum 4” high address numbers clearly visible from the street
  • □No bedridden client rooms are located above or below the first floor.
  • □Non-ambulatory clients shall not use spaces above the first floor in homes with 3+ stories or >3,000 unless the building is of 1-hour construction

    DETECTORS/ALARMS

  • □Smoke alarms installed in all habitable spaces
  • □Smoke alarms are interconnected to each other
  • □Smoke alarms are hardwired with battery back-up
  • □Smoke alarms are audible throughout the home
  • □Carbon monoxide alarms installed and functional

  • EXITING

  • □Two exit paths from the home to the street are provided; exit paths are clear of obstructions
  • □Two exit doors from the interior of the home are remotely located from one another
  • □Each exit path serving common areas in the home goes through no more than one intervening space before reaching an exterior exit door
  • □Exit paths do not pass through or storerooms, closets, garages, or similar spaces
  • □Exit paths do not pass through the kitchen, unless the kitchen is completely open to the adjoining room
  • □Keys are not required to open exit doors/gates in the direction of exit travel
  • □If there are more than 10 occupants in the home, single action hardware is installed on all exit doors and gates
  • □All exit doors have minimum 32” clear opening width
  • □The exit path from each client room matches one of the four required configurations
  • □Basements and sleeping rooms have emergency escape/rescue openings
  • □Emergency escape/rescue openings lead to the public way and are accessible to firefighters
  • □Bars/grills over emergency escape/rescue openings are openable from the inside

  • HALLWAY SEPARATION

  • □If the hallway is part of the exit path from client rooms, it is separated from the rest of the home
  • □The hallway separation door is self- or auto-closing
  • □The hallway separation door is solid-core wood, minimum 1-3/8” thick


FLOOR SEPARATION FOR CLIENTS ON THE 2nd+ FLOOR


  • □Smoke separation has been provided between stories
  • □The smoke separation door is solid wood core, minimum 1-3/8” thick
  • □The smoke separation door is positive latching and has a smoke seal
  • □The smoke separation door is automatic-closing by activation of a smoke detector
  • □Door glazing is limited to 1296 square inches and no more than 54 inches in any dimension.
  • □An exterior exit door is provided on the story with clients; if so, the above requirements do not apply


    BEDRIDDEN CLIENT IN UNSPRINKLERED HOME

  • □The bedroom door is self- or auto-closing and has smoke seals
  • □The bedridden client’s room has a direct exit to the exterior; door is operable from the interior and exterior sides
  • □Doors to the room shall be 1-3/8 thick solid wood
  • □Doors from the bedroom to other interior spaces do not have night latches, dead bolts, security chains, or any other similar locking device


FIRE EXTINGUISHERS


  • □2A:10B:C fire extinguisher has been provided
  • □Extinguisher is new or has been serviced in the last year
  • □Extinguisher is mounted to the wall in a visible and accessible location


GENERAL FIRE SAFETY


  • □No combustibles are stored near water heaters or other sources of ignition
  • □Door between the dwelling space and garage is in good condition
  • □Door between the dwelling space and garage is self-closing and latching
  • □Door between the dwelling space and garage is of proper type
  • □There are no dog-doors, windows, or openings other than an approved door and permitted ducting between the garage and dwelling space


d(PDF, 786KB)

R‑3 RESIDENTIAL ADULT CARE FACILITY (&GE;6 CLIENTS)

R‑3 Residential Adult Care Facility
R‑3 — Fire Prevention Standard

Residential Adult Care Facility (≥6 Clients)

Revision Date:11-05-2025

Download PDF(PDF, 827KB)

Authority

California Fire Code Sections 102.9, 103, and Section 104.1.1 as amended in Section 8.08.04(5) of the City of Victorville Municipal Code authorize the Fire Code Official to adopt policies, procedures, rules, and regulations to clarify application of the Fire Code and specify requirements not otherwise provided. For further requirements, see Chapters 9 and 10 of the California Fire Code. This standard may be modified with approval of the Fire Code Official.

Purpose

This information bulletin assists development applicants, architects, and contractors in determining minimum requirements for licensed care facilities housing six or more clients. This occupancy may contain more than six non‑ambulatory and/or bedridden clients.

Scope

Minimum requirements for review and approval of facilities housing clients on a 24‑hour basis who, due to age, mental disability, or other reasons, live in a supervised residential environment providing personal care services to house six or more clients, including facilities that may contain more than six non‑ambulatory and/or bedridden clients.

Plans for residential or commercial care facilities housing more than six clients must be submitted to the Victorville Fire Prevention Division (VFPD) for approval.

This group includes, but is not limited to:

Assisted Living Facilities

  • Residential Care Facilities
  • Residential Care Facilities for the Elderly (RCFEs)
  • Adult Residential Care
  • Congregate Living Health Facilities
  • Group Homes
  • Residential Care Facilities for the Chronically Ill
  • Congregate Living Health Facilities for the Terminally Ill

Social Rehabilitation Facilities

  • Halfway Houses
  • Community Correctional Centers
  • Community Correction Re‑Entry Centers
  • Community Treatment Programs
  • Work Furlough Programs
  • Alcoholism / Drug Abuse Recovery or Treatment Facilities

For residential care facilities housing only ambulatory occupants of ≤6, see Guideline R‑01.

Disclaimer

These standards may change without notice. Whenever applicable statutes, regulations, and standards are updated and adopted, the latest shall apply. Please contact the Victorville Fire Prevention Division at (760) 955‑5227 to determine if these standards have changed. These requirements do not exempt any individual from complying with other applicable state, county, or city codes and standards.

Submittals

Department of Social Services (DSS) Form STD 850 must be forwarded to VFPD (fireprevention@victorvilleca.gov) from DSS prior to scheduling your fire clearance inspection.dress is for DSS submissions only. The applicant will be required to set up a Customer Service Portal account so that information, including the invoice and finalized 850 form, can be accessed electronically.

Upon completion of the inspection, the 850 form will be completed and returned to the applicant by VFPD. A fee will be charged for the fire clearance if a reinspection is necessary. Review this guideline thoroughly and complete Attachment 3 prior to inspection to facilitate fire clearance sign‑off by VFPD.

At least two (2) weeks before your scheduled fire clearance inspection date, submit site and floor plans to VFPD for review via the Customer Service Portal. Your fire clearance inspection request cannot be processed, and your 850 form cannot be completed if VFPD has not received the requested information in time or if the plans are incomplete.

Clearance from VFPD does not constitute zoning clearance. Contact the Community Development or Planning Department for current zoning information.

Required Plan Content

  1. Two sets of engineered, dimensioned or scaled site and floor plans including:
    1. Building address
    2. Occupancy and the location of engineered sprinkler systems
    3. Smoke detectors / alarms
    4. Exit doors, landings, ramps, stairways, steps, sidewalks, and gates
  2. A detailed letter of operations identifying all intended use and facility operations. Include room locations for staff, ambulatory, non‑ambulatory, and bedridden clients.
  3. Furniture shall be in place for the inspection.

Addressing & Key Boxes

Addressing

New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. Numbers shall contrast with their background. Addressing shall be in accordance with VFPD Standard B‑1.

Key Boxes & Access Control

  1. Where access to or within a structure or an area is restricted because of secured openings or where immediate access is necessary for life‑saving or fire‑fighting purposes, the fire code official is authorized to require a key box to be installed in an approved location. The key box shall be of an approved type and shall contain keys to gain necessary access as required by the fire code official.
  2. An approved lock shall be installed on gates or similar barriers when required by the fire code official.
  3. See VFPD Standard A‑4 for additional key box details.

Emergency Information (Title 19 §3.09)

Posting Requirements

Emergency procedures information printed on a floor plan shall be posted at every stairway landing, at every elevator landing, and immediately inside all public entrances to the building. The information shall be representative of the floor level and posted so the bottom edge is not located more than 4 feet above the floor, where it can be easily identified. Emergency procedures information shall be printed with a minimum of 3/16‑inch non‑decorative lettering providing a sharp contrast to the background.

Fire Safety Director & Training

Owner(s) and operator(s) of hotels, motels, lodging houses, high‑rise office buildings and Group R‑2.1 occupancies (as defined in the State Building Code, except honor farms and conservation camps) shall appoint a Fire Safety Director, who shall:

  1. Report to owner(s) or operator(s).
  2. Coordinate fire safety activities of the facility with the authority having jurisdiction.
  3. Conduct, or cause to be conducted, all training for building employees as described in subsection (e), and maintain records of dates, subjects, and attendance for each training session.
  4. Develop and maintain a written facility Emergency Plan acceptable to the authority having jurisdiction; make it physically available on request.

Emergency Plan Content

Facility Emergency Plans shall include, but are not limited to:

  1. Fire department emergency telephone number: 911
  2. Other emergency response telephone numbers
  3. Evacuation or relocation plan for building occupants
  4. Duties of the Fire Safety Director and other designated emergency personnel
  5. Building employee responsibilities in case of emergency, including individual assignments and reporting responsibilities
  6. Procedures to identify and assist the non‑ambulatory and physically disabled

Assistance to Non‑Ambulatory / Physically Disabled

Assure that requirements for assisting non‑ambulatory and physically disabled occupants are accomplished as follows:

  1. Hotels, motels, and lodging houses shall comply with subsection (b)(3).
  2. High‑rise office buildings: Owners/operators shall maintain a list of all permanent building tenants who have disabilities. Persons with disabilities shall notify building owners/operators in writing. The list shall include special emergency evacuation needs and permanent work location; it shall be located in the building manager’s office.
  3. Group R‑2.1 occupancies (except honor farms and conservation camps) shall comply with normal hospital policies of assisting patients and guests during emergency evacuation.

Quarterly Training & Annual Drills (Group R‑2.1)

  1. Fire Safety Directors and designated emergency personnel shall receive training in identification and use of facility fire safety equipment, communication procedures, people‑movement procedures, fire prevention practices, and duties outlined in the emergency plan. The training curriculum shall be approved by, and made available to, the authority having jurisdiction.
  2. Individuals designated in subsection (d)(3) shall receive training covering identification and use of facility fire safety equipment, fire prevention practices, and appropriate procedures to follow in the event of a fire.
  3. Actual evacuation or relocation of building occupants, per emergency plan procedures, shall be conducted at least annually by individuals designated in subsection (d)(3). Maintain records (dates, floors/buildings involved, and persons conducting procedures) and make immediately available to the authority having jurisdiction upon request. Notify the authority having jurisdiction not less than 48 hours in advance of planned evacuation or relocation.

Attachments & Diagrams

Attachment 1 — Exiting Configurations for Client Bedrooms (Condition #1)

Condition #1: Exit from Bedroom Directly to Exterior.

Attachment 1 Exiting Configurations for Client Bedrooms (Condition #1)
Attachment 1 — Exiting Configurations for Client Bedrooms (Condition #2)

Condition #2: Exit Through Adjacent Bedroom, then to Exterior.

Attachment 1 Exiting Configurations for Client Bedrooms (Condition #2)
Attachment 1 — Exiting Configurations for Client Bedrooms (Condition #3)

Condition #3: Exit from Bedroom into Hallway, then to Exterior.
Note: When the hallway is part of the exit path, it must be separated from the rest of the home.

Attachment 1 Exiting Configurations for Client Bedrooms (Condition #3)
Attachment 1 — Exiting Configurations for Client Bedrooms (Condition #4)

Condition #4: Exit from Bedroom into Hallway, then to another Bedroom, then to Exterior.
Note: When the hallway is part of the exit path, it must be separated from the rest of the home.

Attachment 1 Exiting Configurations for Client Bedrooms (Condition #4)

Attachment 2 — Business Owner Pre‑inspection Checklist

Use this checklist in conjunction with Guideline R‑02 to prepare your home for a fire‑clearance inspection by VFPD. As the design and use of individual homes can vary, this checklist is not all‑inclusive; other requirements may apply.

General

  • Building modifications have been approved by the Building Department.
  • Garage is not used for a living space unless approved as one by the Building Department.
  • Home has minimum 4‑inch high address numbers clearly visible from the street.
  • No bedridden client rooms are located above or below the first floor.
  • Non‑ambulatory clients shall not use spaces above the first floor in homes with 3+ stories or > 3,000 sq ft unless the building is of 1‑hour construction.

Detectors / Alarms

  • Smoke alarms installed in all habitable spaces.
  • Smoke alarms are interconnected to each other.
  • Smoke alarms are hardwired with battery backup.
  • Smoke alarms are audible throughout the home.
  • Carbon monoxide alarms installed and functional.

Exiting

  • Two exit paths from the home to the street are provided; exit paths are clear of obstructions.
  • Two exit doors from the interior of the home are remotely located from one another.
  • Each exit path serving common areas in the home goes through no more than one intervening space before reaching an exterior exit door.
  • Exit paths do not pass through storerooms, closets, garages, or similar spaces.
  • Exit paths do not pass through the kitchen, unless the kitchen is completely open to the adjoining room.
  • Keys are not required to open exit doors/gates in the direction of exit travel.
  • If there are more than 10 occupants in the home, single‑action hardware is installed on all exit doors and gates.
  • All exit doors have a minimum 32‑inch clear opening width.
  • The exit path from each client room matches one of the four required configurations.
  • Basements and sleeping rooms have emergency escape/rescue openings.
  • Emergency escape/rescue openings lead to the public way and are accessible to firefighters.
  • Bars/grills over emergency escape/rescue openings are openable from the inside.

Hallway Separation

  • If the hallway is part of the exit path from client rooms, it is separated from the rest of the home.
  • The hallway separation door is self‑ or auto‑closing.
  • The hallway separation door is solid‑core wood, minimum 1‑3/8 inches thick.

Floor Separation for Clients on the 2nd+ Floor

  • Smoke separation has been provided between stories.
  • The smoke separation door is solid wood core, minimum 1‑3/8 inches thick.
  • The smoke separation door is positive latching and has a smoke seal.
  • The smoke separation door is automatic‑closing by activation of a smoke detector.
  • Door glazing is limited to 1,296 square inches and no more than 54 inches in any dimension.
  • An exterior exit door is provided on the story with clients; if so, the above requirements do not apply.

Bedridden Client in Unsprinklered Home

  • The bedroom door is self‑ or auto‑closing and has smoke seals.
  • The bedridden client’s room has a direct exit to the exterior; door is operable from the interior and exterior sides.
  • Doors to the room shall be 1‑3/8 inch thick solid wood.
  • Doors from the bedroom to other interior spaces do not have night latches, dead bolts, security chains, or similar locking devices.

Fire Extinguishers

  • 2A:10B:C fire extinguisher has been provided.
  • Extinguisher is new or has been serviced in the last year.
  • Extinguisher is mounted to the wall in a visible and accessible location.

General Fire Safety

  • No combustibles are stored near water heaters or other sources of ignition.
  • Door between the dwelling space and garage is in good condition.
  • Door between the dwelling space and garage is self‑closing and latching.
  • Door between the dwelling space and garage is of proper type.
  • There are no dog‑doors, windows, or openings other than an approved door and permitted ducting between the garage and dwelling space.

S‑1 HIGH‑PILED COMBUSTIBLE STORAGE (HPS)

High‑Piled Combustible Storage (HPS)
S‑1 — Fire Prevention Standard

High‑Piled Combustible Storage (HPS)

Revision Date:11-05-2025

Download PDF(PDF, 428KB)

Authority

California Fire Code Sections 102.9, 103, and Section 104.1.1 as amended in Section 8.08.04(5) of the City of Victorville Municipal Code provide that the Fire Code Official of the City of Victorville Fire Department has authority to adopt policies, procedures, rules, and regulations to clarify application of the Fire Code and specify requirements not otherwise provided. For further requirements, see Section 508 et seq. of the California Fire Code. This standard may be modified with approval of the Fire Code Official.

Purpose

This standard provides requirements for the protection of high‑piled combustible storage (HPS) across a variety of commodities. HPS increases fire hazard by increasing vertical storage height and by stabilizing storage (e.g., rack and automated storage) during fire events. These requirements ensure appropriate safety measures and properly designed protection for the level of hazard per the California Fire Code (CFC), Chapter 32. The California Building Code, NFPA 13, City of Victorville Fire Prevention Standards, and other nationally applicable standards also apply.

Scope

Applies to all storage occupancies designated as High‑Piled Combustible Storage as defined by the current CFC Chapter 32, the City of Victorville Fire Code and Standards, and any other nationally applicable standards.

Disclaimer

These standards may change without notice. Whenever applicable statutes, regulations, and standards are updated and adopted, the latest shall apply. Please contact the Victorville Fire Prevention Division at (760) 955‑5227 to determine if these standards have changed. These requirements do not exempt any individual from complying with other applicable state, county, or city codes and standards.

Submittals

At the time of permit application for a high‑piled combustible storage permit, plans and specifications—including but not limited to the information listed below—shall be submitted for review and approval. For certain HPS reviews, services of a design professional familiar with CFC Chapter 32 requirements may be beneficial. Once approved, a copy of the approved plan shall be maintained on the premises in an approved location.

To determine whether a High‑Piled Combustible Storage plan is required, see 0.45/3000 with 286°F heads). A complete sprinkler design shall be submitted under a separate permit by a C‑16 licensed sprinkler contractor.

  • Smoke/heat vents: location, make, model, type, and automatic/manual release temperature (link rating).
  • Mechanical smoke exhaust: location, size, operation, supply air, interlocks, wiring, and controls (if equipped).
  • Fire control room location.
  • Pallet/commodity stop details for maintaining required flue space (see Diagram S‑1.1).
  • Definitions

    Commodity Analysis
    A questionnaire required to identify and describe stored materials. Provides information to determine required fire protection. Filed as a record of the business and part of the permit application. (See #s-1-attachmentAttachment S‑1.1)
    Fire Control Room
    Central control station for fire department operations housing the fire alarm control panel, fire protection systems site map, mechanical exhaust controls, and related equipment.
    Encapsulated Storage
    Commodities wrapped on six sides with plastic; sprinkler water cannot penetrate into the commodity. Typically requires higher sprinkler protection.
    Expanded Plastic
    Foam or cellular plastic with reduced density due to numerous small cavities/cells throughout the material.
    Extra‑High‑Rack Combustible Storage
    Rack storage of Class I–IV commodities exceeding 40 ft in height, or rack storage of high‑hazard commodities exceeding 30 ft in height.
    High‑Piled Combustible Storage
    Storage of combustible materials in closely packed piles or on pallets/racks/shelves where top of storage is >12 ft. Includes certain high‑hazard commodities (e.g., rubber tires, Group A plastics, flammable/combustible liquids, idle pallets) where top of storage is >6 ft, as required by the Fire Code Official.
    High‑Piled Storage Area
    Area within a building designated/intended/proposed or actually used for high‑piled combustible storage, including operating aisles.
    Non‑Encapsulated Storage
    Products wrapped on four or five sides, with top open to permit sprinkler water penetration.
    Open Rack
    Racks without shelving; or racks with fixed shelving ≤20 sq ft per shelf; or racks with shelves of wire mesh/slats or ≥50% open, including horizontal rack members, where flue spaces are maintained.
    Pallet/Commodity Stops
    Methods to restrict pallet positioning on a rack to avoid obstructing required longitudinal flue space. (See .1)
    Rack Storage
    Combination of vertical, horizontal, and diagonal members supporting stored materials; racks may be fixed or portable.
    Shelf Storage
    Storage on structures up to and including 30 in. deep, separated by aisles at least 30 in. wide. Larger shelves and other arrangements: see Rack Storage.
    Solid Shelving
    Shelving fixed in place (including slatted, wire mesh, or other types) located within racks. Solid shelf area is defined by aisle/flue space on all four sides or by loads blocking openings otherwise serving flue spaces. Solid shelves ≤20 sq ft are open racks. Shelves >50% open (wire/slats/etc.) with maintained flue spaces are open racks.

    General Requirements

    1. Fire‑protection and life‑safety features for high‑piled storage areas shall comply with the currently adopted CFC Chapter 32, the current edition of NFPA 13, and other nationally recognized, approved standards.
    2. Plans and specifications shall be submitted to the City of Victorville Fire Prevention Division. A CFC permit is required when a building or portion is used for high‑piled storage that exceeds 500 sq ft. Permits are issued after plan approval and completion of corresponding inspections of the HPS installation. CFC permits for high‑piled storage shall be renewed annually, or upon any change in commodity or storage configuration. A previously approved HPS plan may be used for renewals unless changes trigger a new review or approval.

    Technical Assistance

    Given complex design requirements in the CFC and adopted standards, the Fire Code Official may require a technical report and plans stamped and signed by a professional engineer. It is often necessary to obtain services of a fire protection design professional to develop a protection scheme meeting the California Building and Fire Codes. This requirement will be determined by the plans reviewer and/or when commodities are High Hazard or Group “A” plastics or similar.

    Fire Control Room

    Provide a central control station room for fire department operations. Location and accessibility shall be approved by the Fire Code Official. The room shall be separated from the remainder of the building by a minimum one‑hour fire‑resistive occupancy separation. Where a fire pump is required to maintain fire flow, locate the fire control room adjacent to the fire pump house.

    Minimum room size: 96 sq ft, with a minimum dimension of 8 ft (2438 mm).

    Minimum contents:

    1. Fire alarm control panel and system site map: plexiglass floor plan with LED indicators for locations and status (alarm, trouble, operating, etc.) of all sprinkler risers, fire suppression water valves, mechanical smoke removal systems, roll‑down fire doors, etc.
    2. Status indicators and controls for mechanical smoke removal.
    3. Sprinkler valve and water‑flow detector display panels.
    4. Schematic building plans showing typical floor plan, means of egress, fire‑protection systems, firefighting equipment, and access.
    5. Other fire‑protection equipment and system controls as required by the Fire Code Official.
    6. Lighting with emergency lighting powered by the standby electrical system.
    7. Door signage: “FIRE CONTROL ROOM” with letters minimum 4 inches high, 1″ stroke, red on a white background.
    8. The Knox lockbox for the building shall be located at the fire control room.

    Sprinkler Systems

    1. Fire sprinkler systems shall be designed per the current edition of NFPA 13 and Fire Department Standard F‑1 to protect the commodity class of materials stored.
    2. Where more than two sprinkler systems protect the HPS area, individually identify components to ensure easy recognition. Approved methods (colored tapes, paint, numbers, letters, etc.) may be used. At minimum, identify: risers, cross mains, branch line tails, and fire hose connections.

    Building Access

    1. Where building access is required by the Fire Code, provide fire apparatus access roads to within 150 feet of all portions of the exterior walls of the building used for high‑piled storage.
    2. Exception: Where access roads cannot be installed due to topography, railways, waterways, non‑negotiable grades, or similar conditions, the Fire Code Official is authorized to require additional fire protection.
    3. Where access doors are required, provide fire department access doors in each 100 linear feet (or fraction) of exterior walls facing required access roads. Doors shall be ≥3 ft wide and ≥6 ft 8 in high. Roll‑up doors shall not be used unless approved by the Fire Code Official.
    4. Number access doors: minimum 3‑inch contrasting color numerals, located in the top half of the door, inside and outside.
    5. Where fire department hose connections are required in the building, the doors that provide access to these connections shall have a blue reflector (hydrant marker) attached to the wall to identify the access (see Standard W‑2 for hydrant marker specifications).

    Flue Spaces

    1. Provide and maintain flue spaces in accordance with Table 3208.3. Single and double‑row racks shall be equipped with a transverse flue space. A mechanical means shall be provided to maintain the transverse flue space at the uprights.

      Transverse flue spaces between uprights shall be marked with a 3″ or 6″ yellow strip on the load beam with words in red reading “Keep Clear,” as indicated below. Durable vinyl tape, paint, or other approved methods may be used.
    2. Double‑row racks shall be equipped with a pallet/commodity stop along the longitudinal flue space at each level. The stop shall be steel or other ferrous material ¼″ thick and, when mounted, shall extend a minimum of 4 inches above the shelf or cross member, or other method (e.g., 12‑gauge chain link) approved by the Fire Code Official (see Diagram S‑1.1). i>
    3. In double‑row racks where products are hand‑stacked, chain link shall be securely attached to the rear of both racks. Chain link shall be minimum 12 gauge. Attachment method shall be approved by the Fire Code Official.

    Notes: The longitudinal flue space is measured from the back of one pallet stop to the back of the opposing pallet stop. The transverse flue space is measured as the distance between the loads, not between racks. A flue space’s net width equals its gross width minus horizontal obstructions (e.g., rack uprights) within the flue space; rack uprights (typically ~3 in wide) are not flue space due to cross bracing.

    Mechanical Smoke Removal

    Provide mechanical smoke removal systems for buildings protected by ESFR sprinkler systems as required by the Fire Code Official. Systems shall meet Fire Code requirements and the following:

    1. Override controls for smoke exhaust shall be located in the fire control room. Controls shall allow fire personnel to turn each fan on/off individually, with operational status indicators.
    2. Maximum spacing for fans: within 150 ft of perimeter walls and no greater than 250 ft between fans.
    3. Fans shall be evenly spaced throughout the roof area.

    Diagram S‑1.1 — Pallet Stop Details

    Pallet / Commodity Stop — Longitudinal & Transverse Flue Space Control

    Refer to this diagram when detailing pallet stop construction, dimensions, placement height (≥4″ above shelf/cross member), and acceptable alternatives (e.g., 12‑gauge chain link).

    pallet stop construction

    Attachment S‑1.1 — High‑Piled Storage (HPS) Required Information

    Complete the following and copy onto the HPS plans for all projects within the City of Victorville jurisdiction.

    Commodity Classification

    • Class I
    • Class II
    • Class III
    • Class IV
    • High Hazard
    • Group A Plastic

    Commodity Description

    • Cartoned
    • Free flowing
    • Non‑expanding
    • Encapsulated
    • Non‑encapsulated
    • Other: ________________________

    Storage Area & Configuration

    • Designated HPS area: ________ sq ft
    • Class ___ commodity: ________ sq ft
    • Class ___ commodity: ________ sq ft
    • Class ___ commodity: ________ sq ft
    • Maximum permitted storage height (solid pile / rack): __________

    Storage Methods

    • Solid pile storage
    • Palletized
    • Single row rack
    • Double row rack
    • Multi‑row rack
    • Other: ________________________

    Rack Storage Shelf Type

    • N/A
    • Load beam only
    • Wire mesh
    • Wood slats
    • Plywood
    • Other (describe): ________________________

    Clearances & Venting

    • Minimum distance between top of storage and sprinklers: ________
    • Smoke vents required: Yes / No
    • Operation of smoke vents (if applicable): Manual / Automatic via fusible link @ _______ °F
    • Note: New installations require manual & automatic release. Inspection report shall indicate which vents were tested.
    • Draft curtains required? Yes / No

    Overhead Sprinkler System

    • ESFR: K‑factor ______ at ______ PSI with ______ °F heads
    • Standard coverage heads: K‑factor ______ (Pendant / Upright) ______ °F, density ______ gpm over ______ sq ft; spacing max ______ sq ft per sprinkler
    • Storage area design density: ______ gpm over ______ sq ft
    • In‑rack sprinklers required? Yes / No — Number of levels: ______

    Aisles & Doors

    • Aisles between racks maintained at: ______ feet
    • Fire doors required? Yes / No

    Flue Spaces

    • Flue spaces required? Yes / No
    • Transverse flue space: ______ ″ clear (vertically aligned when storage >25′)
    • Longitudinal flue space: ______ ″ clear

    Protection & Stops

    • Column protection required? Yes / No
    • Pallet stops required? Yes / No
    • Longitudinal pallet stop configuration: Chain link / Roll‑form “C” channel
    • Transverse flue pallet stop configuration: Mechanical means (flue keepers, etc.) / Load beam markings “Keep Clear”

    Hand‑Stacked Storage

    • Hand‑stacked? Yes / No — # tiers: ______
    • Chain link required? Yes / No
    • Wooden palletized storage shall not exceed 5 ft: Yes / No

    Delineation

    • Storage configuration and height delineated by indication on floor or walls: Yes / No

    Additional Conditions

    __________________________________________________________________________________

    __________________________________________________________________________________

    __________________________________________________________________________________

    S‑2 AUTO WRECKING & STORAGE YARDS

    S‑2 Auto Wrecking & Storage Yards Standard
    S‑2 — Auto Wrecking & Storage Yards Standard

    Auto Wrecking & Storage Yards

    Revision Date:11-05-2025

    Download PDF(PDF, 260KB)

    Authority

    California Fire Code Sections 102.9, 103, and Section 104.1.1 as amended in Section 8.08.04(5) of the City of Victorville Municipal Code provide that the Fire Code Official of the City of Victorville shall have the authority to adopt policies, procedures, rules, and regulations to clarify application of the Fire Code and to specify requirements not specifically provided for by the Fire Code. This standard may be modified with the approval of the Fire Code Official.

    Purpose

    Provide guidance for the safe operation of auto wrecking and storage yards and minimize the risk of fires to protect life and property.

    Scope

    Applies to the use and operation of automotive wrecking and storage yards.

    Disclaimer

    These standards may change without notice. Whenever applicable statutes, regulations, and standards are updated and adopted, the latest shall apply. Please contact the Victorville Fire Prevention Division at (760) 955‑5227 to determine if these standards have changed. These requirements do not exempt any individual from complying with other applicable state, county, or city codes and standards.

    General

    Automobile wrecking yards shall comply with this standard.

    Fire Apparatus Access Roads

    1. Fire apparatus access roads shall be provided in accordance with the current California Fire Code, Victorville Municipal Code, and City of Victorville Fire Prevention Standards A‑1, A‑2, A‑3.
    2. Fire apparatus access roads shall not be obstructed by any vehicles or storage at any time.

    Fire Hydrants

    1. Required fire flow for auto wrecking and storage yards is 1,500 GPM at 20 PSI.
    2. Fire hydrants shall be spaced at 300 feet apart, with no part of the building more than 150 feet from any hydrant.
    3. Additional on‑site hydrants may be required by the Fire Code Official.

    Hazardous Materials

    1. Contact the Hazardous Material Division of San Bernardino County Fire Department Office of Fire Marshal (CUPA) and submit a Business Emergency/Contingency Plan.
    2. Obtain a valid EPA ID number.
    3. Motor vehicle fluids shall be drained from salvage vehicles when such fluids are leaking. Flammable and combustible liquids shall be stored in accordance with the current California Fire Code, Victorville Municipal Code, and all applicable Hazardous Materials and Hazardous Waste Generator laws and regulations.
    4. Lead‑acid batteries shall be stored in a covered storage area on an impervious surface with secondary containment, or in a non‑leaking container with a lid, and properly managed.
    5. All storage containers shall be properly labeled.
    6. Safety Data Sheets shall be current and available for viewing.
    7. Compressed gas cylinders shall be secured to prevent falling due to contact, vibration, or seismic activity per the current California Fire Code and Victorville Municipal Code.
    8. Stored vehicles shall have a barrier between fluid leaks and the ground.
    9. Provide secondary containment for all hazardous liquids.
    10. A minimum of one 4A:40B:C fire extinguisher shall be readily available, and employees shall be trained in proper use.

    Hot Work

    1. Welding and cutting shall not be conducted in areas where flammable liquids or combustibles are in close proximity. A welding permit is required.
    2. Provide appropriate shielding and maintain a fire watch during hot work operations.
    3. Clear combustible material within a minimum 35‑ft radius from the hot work area.
    4. At least one portable fire extinguisher rated 4A:40B:C shall be readily accessible within 30 ft of the hot work location.
    5. All containers, cylinders, and tanks shall be secured and stored per the current California Fire Code and Victorville Municipal Code.

    Housekeeping

    1. Combustible debris and vegetation shall be removed from the location and placed in approved containers.
    2. Oily rags shall be kept in an approved metal container with a self‑closing metal lid.

    Tire Storage

    1. Tire storage shall be in accordance with California Fire Code, Chapter 34, and Victorville Municipal Code. Note: when deemed a hazard, the Fire Code Official may require smaller pile dimensions.
    2. Individual tire pile storage shall not exceed 5,000 sq ft of continuous area. Pile width shall not exceed 50 ft. Piles shall not exceed 50,000 cu ft in volume or 10 ft in height.
    3. Separation between tire piles and other stored products shall be a minimum of 40 ft.
    4. Tire pile distance from property lines and buildings shall be 50 ft.
    5. Tire storage piles with less than 500 tires may be located 10 ft from property lines and buildings. Piles shall not be higher than 6 ft within 20 ft from buildings and property lines.
    6. Interior rack storage of tires shall comply with the current California Fire Code and Victorville Municipal Code.

    Optional Yard Layout Diagram

    Example Yard Layout — Access, Hydrants, Tire Piles & Hot Work Area

    Use this placeholder for a site‑specific diagram showing: fire apparatus access road routes, hydrant locations and spacing, designated hot work area with clearance radius, tire pile dimensions and separations, and hazardous materials containment areas.

    W‑2 ONSITE FIRE PROTECTION WATER SYSTEMS

    W‑2 Onsite Fire Protection Water Systems Standard
    W‑2 — Onsite Fire Protection Water Systems Standard

    Onsite Fire Protection Water Systems

    Revision Date:11-05-2025

    Download PDF(PDF, 744KB)

    Authority

    California Fire Code Sections 102.9, 103, and Section 104.1.1 as amended in Section 8.08.04(5) of the City of Victorville Municipal Code authorize the Fire Code Official to adopt policies, procedures, rules, and regulations to clarify the Fire Code and specify requirements not otherwise provided. For further requirements, see Section 507 et seq. of the California Fire Code. This standard may be modified with approval of the Fire Code Official.

    Purpose

    This standard serves as a guideline to the current editions of NFPA 24 and NFPA 25 CA for establishing an on‑site private water supply capable of providing adequate firefighting water flow as required by the Fire Code.

    Scope

    Establishes minimum requirements for installation and maintenance of all private fire hydrants and appliances related to an onsite fire protection water system.

    Disclaimer

    These standards may change without notice. Whenever applicable statutes, regulations and standards are updated and adopted, the latest shall apply. Please contact the Victorville Fire Prevention Division at (760) 955‑5227 to determine if these standards have changed. These requirements do not exempt anyone from complying with all applicable codes.

    Submittals

    The following shall be submitted prior to any work:

    1. Completed City of Victorville fire permit application.
    2. Detailed plans including all required plan elements. The designer shall provide the certification statement: “I certify that the design of the water system is in accordance with the requirements of the City of Victorville.”
    3. Manufacturer specification (cut) sheets for all components.
    4. Water flow test report dated within one (1) year of submittal.
    5. Any additional information required by this Standard.
    6. Payment of all fees.
    7. No work may begin until plans are approved by Fire Prevention and/or the water purveyor.

    Underground Piping Systems

    1. Buildings >100,000 sq ft or systems serving ≥5 sprinkler risers/hydrants require a looped fire line with ≥2 connections to the water source.
    2. Piping must be installed with identification marking facing up for inspection.
    3. Provide thrust blocks or restrained joints per NFPA 24 (see Diagram W‑3.1).
    4. Plastic mains require a 12‑gauge tracer wire or approved tracer tape.
    5. Piping must comply with City Standard W‑2, NFPA 13, and NFPA 24.
    6. PIVs and FDCs shall comply with Standard F‑4 and NFPA 13/24.

    Fire Hydrant Distances

    1. All hydrants must be within 150 ft of all building portions along approved access routes.
    2. No hydrant may be closer than 25 ft to a building unless approved.
    3. Hydrants serving a sprinkler system shall be between 3 ft and 50 ft from the FDC (see Diagram W‑2.1).

    Fire Hydrant Spacing

    Single-Family Residential

    1. Spacing ≤600 ft between hydrants.
    2. Hydrant ≤300 ft from the main driveway of the structure.
    3. Shorter spacing may be required by ordinance.

    Multi-Family, Industrial & Commercial

    1. Hydrant spacing ≤300 ft.
    2. Hydrants required on both sides of streets ≥80 ft wide.
    3. Private hydrants required where any building portion is >350 ft from nearest public hydrant.

    Hydrant Size, Installation, Location & Type

    1. Hydrant riser centerline normally 2 ft behind curb (see Diagram W‑2.2).
    2. Bottom outlet centerline must be 18–24 in above finished grade or road crown. Install steel‑pipe barricades (4" concrete‑filled) where no curb exists.
    3. Street valves located 3–10 ft in front of 4" port, with blue‑painted metal valve box cover (Diagram W‑2.3).
    4. No hydrant may be within 5 ft of driveway apron edge.
    5. Hydrants on cul‑de‑sacs installed between driveways, not at end of cul‑de‑sac (Diagram W‑2.4).
    6. Wet barrel hydrants shall meet ANSI/AWWA standards.
    7. Hydrant outlets must be integral to the head and securely fastened.
    8. Specification sheets must be available upon request.
    9. Private hydrants must be approved type with breakaway bolts.
    10. Private dry barrel hydrants must meet water purveyor standards; minimum size 6"x4"x2½"x2½".
    11. Hydrant head and riser must be painted safety yellow.

    Thrust Blocking

    1. Required at all changes in elevation or direction.
    2. Minimum concrete strength 2,500 PSI; width 1–2× height typical. (See Diagram W‑3.1; verify with Victorville Engineering.)

    Water Main Sizes

    1. Main sizes for multi‑residential and commercial systems determined by required fire flow.
    2. Final flow tests must be performed and observed by the Fire Code Official to confirm system adequacy.

    Hydrant Markers

    Markers must be installed as follows:

    1. Use Ray‑O‑Lite 2SRPM‑DB or equivalent markers.
    2. Use Ray‑O‑Lite 2SRMESS1 adhesive or equivalent.
    3. Place markers 18 in from roadway centerline or painted centerline edge nearest hydrant.
    4. For four‑lane roads with turn lanes: place 18 in from turn‑lane edge nearest hydrant.
    5. For medians: 18 in from painted line closest to hydrant.
    6. Hydrants at intersections: markers on both streets.
    7. Hydrants on medians: markers on both sides of median.
    8. Center‑turn‑lane areas require marker placement 18 in from turn‑lane edge.
    9. Alternate marking methods allowed in areas with regular snow coverage.

    System Testing

    1. Underground piping must be hydrostatically tested and flushed before connecting to overhead systems.
    2. Contractor must notify Fire Prevention before piping is concealed.
    3. Provide completed Underground Piping Material & Test Certification to Fire Inspector at test completion.

    Special Concerns

    Special hazards, high‑rise buildings, and systems not covered in this standard may require additional review. Contractors are encouraged to contact the Fire Code Official for guidance.

    Diagrams W‑2.1 through W‑3.1

    Diagram W‑2.1 — Fire Hydrant & PIV Details
    Diagram W‑2.1 Fire Hydrant PIV Details
    Diagram W‑2.2 — Fire Hydrant Installation Details
    Diagram W‑2.2 Fire Hydrant Installation Details
    Diagram W‑2.3 — Street Valve & Hydrant Location Details
    Diagram W‑2.3 Street Valve & Hydrant Location Details
    Diagram W‑2.4 — Cul‑de‑sac Hydrant Placement
    Diagram W‑2.4 Cul‑de‑sac Hydrant Placement
    Diagram W‑3.1 — Thrust Block Details
    Diagram W‑3.1 Thrust Block Details

    W‑4 TEMPORARY WATER SUPPLY SYSTEMS FOR FIRE PROTECTION

    W‑4 Temporary Water Supply Systems for Fire Protection Standard
    W‑4 — Temporary Water Supply Systems for Fire Protection Standard

    Temporary Water Supply Systems for Fire Protection

    Revision Date:11-05-2025

    Download PDF(PDF, 259KB)

    Authority

    California Fire Code Sections 102.9, 103, and Section 104.1.1 as amended in Section 8.08.04(5) of the City of Victorville Municipal Code authorize the Fire Code Official to adopt policies, procedures, rules, and regulations in order to clarify the Fire Code and specify requirements not otherwise provided. For further requirements, see Section 507 et seq. of the California Fire Code. This standard may be modified with approval of the Fire Code Official.

    Purpose

    Provide guidance for the use of temporary fire protection water supply systems during construction.

    Scope

    Allows a developer to begin construction of residential or commercial projects before the permanent water supply is installed. This standard does not authorize occupancy without a completed permanent water supply.

    Disclaimer

    These standards may change without notice. When statutes, regulations, or standards are updated and adopted, the latest shall apply. Contact the Victorville Fire Prevention Division at (760) 955‑5227 to confirm current standards. All other applicable state, county, and city codes still apply.

    Submittals

    1. A set of plans showing all temporary water tanks, lines, hydrants, and appurtenances, and establishing minimum required fire flow for the project.
    2. Plans may be designed by a plumbing contractor, civil engineer, or grading contractor.
    3. No work may begin until plans are approved by the Fire Code Official.

    General Requirements

    1. Before delivery of any combustible materials to a site without a permanent water system, a temporary water supply may be installed with approval of the Fire Code Official.
    2. Temporary systems may include a temporary water line with temporary hydrants if approved.
    3. Hydrants must be anchored to withstand high‑pressure water surge. If required, install a 3’ × 3’ × 3’ concrete footing for each hydrant, capable of withstanding construction traffic.
    4. Temporary water supply must consist of an approved elevated water tank with minimum 10,000‑gallon capacity. Fire flow shall comply with CFC Appendix B and Victorville Standard F‑6.
    5. Temporary hydrants shall be located ≤300 ft (along approved vehicular travelways) from the main driveway on the address side of the proposed structure.
    6. Applicant must verify water system connection requirements with the affected water district prior to Fire Code Official approval. Required fire flow must be met during construction.

    Aboveground Tank Installation

    1. Tank location and access must be approved before delivery of combustible materials. The temporary system shall remain operational at all times.
    2. The tank shall be elevated a minimum of 6 feet above grade.
    3. The tank shall be located within 300 ft of the most distant building being protected.
    4. A roadway capable of supporting fire apparatus shall be provided and maintained during tank use.
    5. Tank shall remain full and posted: “FOR FIRE DEPARTMENT USE ONLY” (6‑inch letters, contrasting background).
    6. All valves shall be locked with a fire‑department‑approved Knox Lock or breakaway lock.
    7. The 4‑inch suction hose connection shall also be locked with a Knox or breakaway lock.
    8. Post signs stating: “NO PARKING WITHIN 100 FEET” on all sides of the tank.

    Aboveground Water Lines

    1. Aboveground water lines (minimum 6") may be acceptable at the discretion of the Fire Code Official. Approval is case‑by‑case.
    2. Lines shall be placed to prevent damage from construction traffic.
      

    Please contact us if you have any questions about the Fire Prevention Division or any services we provide:

    • (760) 955‑5227
    • fireprevention@victorvilleca.gov