May the Division impose manufacturer fees and what do they cover?

Grounded in the retrieved California Referenced Standards Code — click a citation to read the verbatim passage:

• CRSC § 12-11 High relevance — show source text

  DETECTABLE WARNING PRODUCTS

  Sections 12-11A.203 and 12-11B.203. Must comply with the California Code of Regulations, Title 24.

  DIRECTIONAL SURFACES

  Sections 12-11A.204 and 12-11B.204. Must comply with the California Code of Regulations, Title 24.

  INDEPENDENT ENTITY

  Sections 12-11A.205 and 12-11B.205. Evaluation by an independent entity to confirm the prescriptive and performance standard of detectable warning products or direction surfaces installed after January 1, 2001. An independent entity is a not-for-profit product safety testing and certification organization, dedicated to testing for public safety. An independent entity would operate for the testing, certification and quality assessment of products, systems and services.

  TWO-YEAR APPROVAL

  Sections 12-11A.206 and 12-11B.206. Detectable warning products and directional surfaces are to be recertified every two years without exception or waiver.

  FEE

  Sections 12-11A.207 and 12-11B.207. The Division of the State Architect-Access Compliance may impose a fee on manufacturers of the specified products, to cover the cost of detectable warning products and directional surfaces.

  DISABILITY ACCESS ACCOUNT

  Sections 12-11A.208 and 12-11B.208. The fees received from manufacturers will be placed in the Disability Access Account.

  DETECTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACES

  Sections 12-11A.209 and 12-11B.209. Detectable Warning Products and Directional Surfaces must ensure consistency and uniformity: (a) Shape, (b) Color fastness,

  (c) Conformation, (d) Sound-on-cane acoustic quality, (e) Resilience, and (f) Attachment will not degrade significantly for at least five years.

  SIGNIFICANT DEGRADATION

  Sections 12-11A.210 and 12-11B.210. Significant degradation means that the product maintains at least 90 percent of its approved design characteristics.

  SELECTION OF INDEPENDENT ENTITY

  Sections 12-11A.211 and 12-11B.211. The independent entity selected by the Division of the State Architect-Access Compliance shall be recognized as having appropriate expertise in determining whether products comply with the California Code of Regulations, Title 24.

  Authority: Government Code Sections 4450, 4460 and Health & Safety Code Section 18949.1.

  Reference: Government Code Section 4460.

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  12-13 STANDARDS FOR INSULATING MATERIAL

  (See Part 6, Title 24, CCR)

  DEPARTMENT OF CONSUMER AFFAIRS

  Bureau of Household Goods and Services

• CRSC § 12-10 High relevance — show source text

  (f) Release bar deformation. The cross-bar on a 36-inch (914 mm) wide door shall not be permanently set or deformed in excess of [1] / 4 inch (6 mm), by the test; a spacing of at least 1 inch (25 mm) is to be provided and maintained between the cross-bar and the face of the door when the horizontal force is applied against the cross-bar.

  MARKING

  Sec. 12-10-306. The listee’s name (or approved symbol), type or model designation shall be plainly marked on the releasing assembly. Devices and assemblies which are not listed by an approved listing agency for the intended purpose shall bear a label or other identifying markings as approved by the State Fire Marshal.

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  CHAPTERS

  12-11A and 11B BUILDING AND FACILITY ACCESS SPECIFICATIONS

  Detectable warning products and directional surfaces installed after January 1, 2001, shall be evaluated by an independent entity, selected by the Department of General Services, Division of the State Architect-Access Compliance, for all occupancies, including transportation and other outdoor environments, except that when products and surfaces are for use in residential housing evaluation shall be in consultation with the Department of Housing and Community Development. See Government Code Section 4460.

  PRODUCT APPROVAL FOR DETECTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACES

  SCOPE

  Sections 12-11A.202 and 12-11B.202. These requirements and test methods apply to detectable warning products and directional surfaces.

  DETECTABLE WARNING PRODUCTS

  Sections 12-11A.203 and 12-11B.203. Must comply with the California Code of Regulations, Title 24.

  DIRECTIONAL SURFACES

  Sections 12-11A.204 and 12-11B.204. Must comply with the California Code of Regulations, Title 24.

  INDEPENDENT ENTITY

  Sections 12-11A.205 and 12-11B.205. Evaluation by an independent entity to confirm the prescriptive and performance standard of detectable warning products or direction surfaces installed after January 1, 2001. An independent entity is a not-for-profit product safety testing and certification organization, dedicated to testing for public safety. An independent entity would operate for the testing, certification and quality assessment of products, systems and services.

  TWO-YEAR APPROVAL

  Sections 12-11A.206 and 12-11B.206. Detectable warning products and directional surfaces are to be recertified every two years without exception or waiver.

  FEE

  Sections 12-11A.207 and 12-11B.207. The Division of the State Architect-Access Compliance may impose a fee on manufacturers of the specified products, to cover the cost of detectable warning products and directional surfaces.

  DISABILITY ACCESS ACCOUNT

  Sections 12-11A.208 and 12-11B.208. The fees received from manufacturers will be placed in the Disability Access Account.

  DETECTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACES

  Sections 12-11A.209 and 12-11B.209. Detectable Warning Products and Directional Surfaces must ensure consistency and uniformity: (a) Shape, (b) Color fastness,

• CRSC § 9.3 Medium relevance — show source text

  PSI SERVICE REGULATOR AND LINE PRESSURE REGULATOR**|INTENDED USE: PE PIPE SIZING BETWEEN 2 PSI SERVICE REGULATOR AND LINE PRESSURE REGULATOR|INTENDED USE: PE PIPE SIZING BETWEEN 2 PSI SERVICE REGULATOR AND LINE PRESSURE REGULATOR|INTENDED USE: PE PIPE SIZING BETWEEN 2 PSI SERVICE REGULATOR AND LINE PRESSURE REGULATOR| ||PIPE SIZE (inch)|PIPE SIZE (inch)|PIPE SIZE (inch)|PIPE SIZE (inch)|PIPE SIZE (inch)|PIPE SIZE (inch)|PIPE SIZE (inch)|PIPE SIZE (inch)| |NOMINAL OD:|1⁄2|3⁄4|1|11⁄4|11⁄2|2|3|4| |DESIGNATION:|SDR 9.3|SDR 11|SDR 11|SDR 10|SDR 11|SDR 11|SDR 11|SDR 11| |ACTUAL ID:|0.660|0.860|1.077|1.328|1.554|1.943|2.864|3.682| |LENGTH (feet)
  |CAPACITY IN THOUSANDS OF BTU PER HOUR
  
  
  
  
  
  
  
  |CAPACITY IN THOUSANDS OF BTU PER HOUR
  
  
  
  
  
  
  
  |CAPACITY IN THOUSANDS OF BTU PER HOUR
  
  
  
  
  
  
  
  |CAPACITY IN THOUSANDS OF BTU PER HOUR
  
  
  
  
  
  
  
  |CAPACITY IN THOUSANDS OF BTU PER HOUR
  
  
  
  
  
  
  
  |CAPACITY IN THOUSANDS OF BTU PER HOUR
  
  
  
  
  
  
  
  |CAPACITY IN THOUSANDS OF BTU PER HOUR
  
  
  
  
  
  
  
  |CAPACITY IN THOUSANDS OF BTU PER HOUR
  
  
  
  
  
  
  
  | |10
  |3130
  |6260
  |11 300
  |19 600
  |29 500
  |53 100
  |147 000
  |284 000
  | |20
  |2150
  |4300
  |7760
  |13 400
  |20 300
  |36 500
  |101 000
  |195 000
  | |30
  |1730
  |3450
  |6230
  |10 800
  |16 300
  |29 300
  |81 100
  |157 000
  | |40
  |1480
  |2960
  |5330
  |9240
  |14 000
  |25 100
  |69 400
  |134 100
  | |50
  |1310
  |2620
  |4730
  |8190
  |12 400
  |22 200
  |61 500
  |119

• California Referenced Standards Code Medium relevance — show source text

  |100 psf|1 hr
  23 min|||7|1, 2|11/3| |F/C-4-RC-9|4″|4″ deep (4370 psi);1/4″ reinforcement bars
  at 6″ pitch with3/4″ cover;1/4″ main rein-
  forcement bars at 4″ pitch perpendicular
  with1/2″ cover; 13′1″ span restrained.|150 psf|2 hrs|||7|1, 3|2| |F/C-4-RC-10|4″|4″ thick (5140 psi) deck;1/4″ reinforce-
  ment bars at 71/2″ pitch with7/8″ cover;3/8″
  main reinforcement bars at 33/4″ pitch
  perpendicular with1/2″ cover; 13′1″ span
  restrained.|140 psf|1 hr
  16 min|||7|1, 5|11/4| |F/C-4-RC-11|4″|4″ thick (4000 psi) concrete deck;
  3″ × 11/2″ × 4 lbs R.S.J.; 2′6″ C.R.S.; flush
  with top surface; 4″ × 6″ x 13 SWG mesh
  reinforcement 1″ from bottom of slab; 6′6″
  span restrained.|150 psf|2 hrs|||7|1, 3|2| |F/C-4-RC-12|4″|4″ deep (2380 psi) concrete deck;
  3″ × 11/2″ × 4 lbs R.S.J.; 2′6″ C.R.S.; flush
  with top surface; 4″ × 6″ x 13 SWG mesh
  reinforcement 1″ from bottom surface;
  6′6″ span restrained.|150 psf|1 hr
  3 min|||7|1, 2|1| |F/C-4-RC-13|41/2″|41/2″ thick (5200 psi) deck;1/4″ reinforce-
  ment bars at 71/4″ pitch with7/8″ cover;3/8″
  main reinforcement bars at 33/4″ pitch
  perpendicular with1/2″ cover; 13′1″ span
  restrained.|140 psf|2 hrs|||7|1, 3|2| |F/C-4-RC-14|41/2″|41/2″ deep (2525 psi) concrete deck;1/4″
  reinforcement bars at 71/2″ pitch with7/8″
  cover;3/8″ main reinforcement bars at
  33/8″ pitch perpendicular with1/2″ cover;
  13′1″ span restrained.|150 psf|42 min|||7|1, 5|2/3| |F/C-4-RC-15|41/2″|41/2″ deep (4830 psi) concrete deck;
  11/2″ × No.

• CRSC § 9.595 Medium relevance — show source text

  
  tonR|COOLING-ONLY
  OPERATION
  COOLING
  EFFICIENCY1
  AIR SOURCEEER
  (****FL/IPLV), Btu/W·h
  
  WATER SOURCE
  POWER INPUT PER
  CAPACITY
  (FL/IPLV), kW/tonR|COOLING-ONLY
  OPERATION
  COOLING
  EFFICIENCY1
  AIR SOURCEEER
  (****FL/IPLV), Btu/W·h
  
  WATER SOURCE
  POWER INPUT PER
  CAPACITY
  (FL/IPLV), kW/tonR|HEATING
  SOURCE
  CONDI-
  TIONS
  (ENTER-
  ING/
  LEAVING
  WATER)
  OR OAT
  (db/wb), °F**|LOW|MEDIUM|HIGH|BOOST|LOW|MEDIUM|HIGH|BOOST|BOOST| |EQUIP-
  MENT
  TYPE|SIZE
  CATE-
  GORY,
  tonR|PATH A|PATH B||105°F|120°F|140°F|140°F|105°F|120°F|140°F|140°F|140°F| |Air
  source|All
  sizes|≥9.595
  FL
  ≥13.02
  IPLV.IP|≥9.215
  FL
  ≥15.01
  IPLV.IP|47 db
  43 wb4|≥3.290|≥2.770|≥2.310|NA|NA|NA|NA|NA|AHRI
  550/590| |Air
  source|All
  sizes|≥9.595
  FL
  ≥13.30
  IPLV.IP|≥9.215
  FL
  ≥15.30
  IPLV.IP|17 db
  15 wb4|≥2.230|≥1.950|≥1.630|NA|NA|NA|NA|NA|NA| |Water
  source
  electri-
  cally
  operated
  positive
  displace-
  ment|<75|≤0.7885
  FL
  ≤0.6316
  IPLV.IP|≤0.7875
  FL
  ≤0.5145
  IPLV.IP|54/445|≥4.640|≥3.680|≥2.680|NA|≥8.330|≥6.410|≥4.

• CRSC § 2.95 Medium relevance — show source text

  00|2.95|2.20|1.45|3.00|2.35|1.25|DR| |Cold-formed steel framing
  (minimum penetration of steel
  thickness plus 3 threads)|#8 screw into 33 mil steel or
  thicker|8|3.00|2.55|1.60|0.60|3.00|1.80|DR|DR| |Cold-formed steel framing
  (minimum penetration of steel
  thickness plus 3 threads)|#8 screw into 33 mil steel or
  thicker|12|3.00|1.80|DR|DR|3.00|0.65|DR|DR| |Cold-formed steel framing
  (minimum penetration of steel
  thickness plus 3 threads)|#10 screw into 33 mil steel|6|4.00|3.50|2.70|1.95|4.00|2.90|1.70|0.55| |Cold-formed steel framing
  (minimum penetration of steel
  thickness plus 3 threads)|#10 screw into 33 mil steel|8|4.00|3.10|2.05|1.00|4.00|2.25|0.70|DR| |Cold-formed steel framing
  (minimum penetration of steel
  thickness plus 3 threads)|#10 screw into 33 mil steel|12|4.00|2.25|0.70|DR|3.70|1.05|DR|DR| |Cold-formed steel framing
  (minimum penetration of steel
  thickness plus 3 threads)|#10 screw into 43 mil steel or
  thicker|6|4.00|4.00|4.00|3.60|4.00|4.00|3.45|2.70| |Cold-formed steel framing
  (minimum penetration of steel
  thickness plus 3 threads)|#10 screw into 43 mil steel or
  thicker|8|4.00|4.00|3.70|3.00|4.00|3.85|2.80|1.80| |Cold-formed steel framing
  (minimum penetration of steel
  thickness plus 3 threads)|#10 screw into 43 mil steel or
  thicker|12|4.00|3.85|2.80|1.80|4.00|3.05|1.50|DR| |For SI: 1 inch = 25.4 mm, 1 pound per square foot (psf) = 0.0479 kPa, 1 pound per square inch = 0.00689 MPa.
  DR = design required, o.c. = on center.
  a. Cold-formed steel framing shall be minimum 33 ksi steel for 33 mil and 43 mil steel and 50 ksi steel for 54 mil steel or thicker.
  b. Screws shall comply with the requirements of AISI S240.
  c. Foam sheathing shall have a minimum compressive strength of 15 pounds per square inch in accordance with ASTM C578 or ASTM C1289.|For SI: 1 inch = 25.4 mm, 1 pound per square foot (psf) = 0.0479 kPa, 1 pound per square inch = 0.00689 MPa.
  DR = design required, o.c. = on center.
  a. Cold-formed steel framing shall be minimum 33 ksi steel for 33 mil and 43 mil steel and 50 ksi steel for 54 mil steel or thicker.
  b.

• CRSC § 1.8.3.2 Medium relevance — show source text

  For additional requirements regarding additions, alterations or repairs to existing buildings and appurtenant structures, see the Cali- fornia Existing Building Code.

  1.8.3.2 Laws, rules and regulations. Other than the building standards contained in this code, and notwithstanding other provisions of law, the statutory authority and location of the laws, rules and regulations to be enforced by local enforcing agencies are listed by stat- ute in Sections 1.8.3.2.1 through 1.8.3.2.5 below:

  1.8.3.2.1 State Housing Law. Refer to the State Housing Law, California Health and Safety Code, Division 13, Part 1.5, commencing with Section 17910 and California Code of Regulations, Title 25, Division 1, Chapter 1, Subchapter 1, commencing with Section 1, for the erec- tion, construction, reconstruction, movement, enlargement, conversion, alteration, repair, removal, demolition or arrangement of apartments, condominiums, hotels, motels, lodging houses and dwellings, including accessory buildings, facilities and uses thereto.

  1.8.3.2.2 Mobilehome Parks Act. Refer to the Mobilehome Parks Act, California Health and Safety Code, Division 13, Part 2.1, commencing with Section 18200 and California Code of Regulations, Title 25, Division 1, Chapter 2, commencing with Section 1000 for mobilehome park administrative and enforcement authority, permits, plans, fees, violations, inspections and penalties both within and outside mobilehome parks.

  Exception: Mobilehome parks where the Department of Housing and Community Development is the enforcing agency.

  1.8.3.2.3 Special Occupancy Parks Act. Refer to the Special Occupancy Parks Act, California Health and Safety Code, Division 13, Part 2.3, commencing with Section 18860 and California Code of Regulations, Title 25, Division 1, Chapter 2.2, commencing with Section 2000 for special occupancy park administrative and enforcement authority, permits, fees, violations, inspections and penal- ties both within and outside of special occupancy parks.

  Exception: Special occupancy parks where the Department of Housing and Community Development is the enforcing agency.

  1.8.3.2.4 Employee Housing Act. Refer to the Employee Housing Act, California Health and Safety Code, Division 13, Part 1, commencing with Section 17000 and California Code of Regulations, Title 25, Division 1, Chapter 1, Subchapter 3, commencing with Section 600 for employee housing administrative and enforcement authority, permits, fees, violations, inspections and penalties.

  1.8.3.2.5 Factory-Built Housing Law. Refer to the Factory-Built Housing Law, California Health and Safety Code, Division 13, Part 6, commencing with Section 19960 and California Code of Regulations, Title 25, Division 1, Chapter 3, Subchapter 1, commencing with Section 3000 for factory-built housing administrative and enforcement authority, permits, fees, violations, inspections and penalties.

  SECTION 1.8.4—PERMITS, FEES, APPLICATIONS AND INSPECTIONS

• CRSC § 1.8.3.2.3 Medium relevance — show source text

  Exception: Mobilehome parks where the Department of Housing and Community Development is the enforcing agency.

  1.8.3.2.3 Special Occupancy Parks Act. Refer to the Special Occupancy Parks Act, California Health and Safety Code, Division 13, Part 2.3, commencing with Section 18860 and California Code of Regulations, Title 25, Division 1, Chapter 2.2, commencing with Section 2000 for special occupancy park administrative and enforcement authority, permits, fees, violations, inspections and penal- ties both within and outside of special occupancy parks.

  Exception: Special occupancy parks where the Department of Housing and Community Development is the enforcing agency.

  1.8.3.2.4 Employee Housing Act. Refer to the Employee Housing Act, California Health and Safety Code, Division 13, Part 1, commencing with Section 17000 and California Code of Regulations, Title 25, Division 1, Chapter 1, Subchapter 3, commencing with Section 600 for employee housing administrative and enforcement authority, permits, fees, violations, inspections and penalties.

  1.8.3.2.5 Factory-Built Housing Law. Refer to the Factory-Built Housing Law, California Health and Safety Code, Division 13, Part 6, commencing with Section 19960 and California Code of Regulations, Title 25, Division 1, Chapter 3, Subchapter 1, commencing with Section 3000 for factory-built housing administrative and enforcement authority, permits, fees, violations, inspections and penalties.

  SECTION 1.8.4—PERMITS, FEES, APPLICATIONS AND INSPECTIONS

  1.8.4.1 Permits. A written construction permit shall be obtained from the enforcing agency prior to the erection, construction, recon- struction, installation, moving or alteration of any building or structure.

  Exceptions: 1. Work exempt from permits as specified in Chapter 1, Scope and Application, Division II, Administration, Section R105.2. 2. Changes, alterations or repairs of a minor nature not affecting structural features, egress, sanitation, safety or accessibility as determined by the enforcing agency. 3. Retroactive permits issued in accordance with Health and Safety Code Section 17958.12.

  Exemptions from permit requirements shall not be deemed to grant authorization for any work to be done in any manner in violation of other provisions of law or this code.

  1.8.4.2 Fees. Subject to other provisions of law, the governing body of any city, county, or city and county may prescribe fees to defray the cost of enforcement of rules and regulations promulgated by the Department of Housing and Community Development. The amount of the fees shall not exceed the amount reasonably necessary to administer or process permits, certificates, forms or other documents, or to defray the costs of enforcement. For additional information, see State Housing Law, Health and Safety Code, Division 13, Part 1.5, Section 17951 and California Code of Regulations, Title 25, Division 1, Chapter 1, Subchapter 1, Article 3, commencing with Section 6.

• CRSC § 20.2.2 Medium relevance — show source text

  20.2.2_|||X|||||||||||||||||||||| |909.20.2.3|||X|||||||||||||||||||||| |909.20.2.4|||X|||||||||||||||||||||| |909.20.2.5|||X|||||||||||||||||||||| |909.20.3.2|||X|||||||||||||||||||||| |909.20.4.1|||X|||||||||||||||||||||| |909.20.4.2|||X|||||||||||||||||||||| |909.20.6|||X|||||||||||||||||||||| |909.20.6.1|||X|||||||||||||||||||||| |909.20.6.2|||X|||||||||||||||||||||| |910.2.1|||X|||||||||||||||||||||| |910.3.1|||X|||||||||||||||||||||| |911.1|||X|||||||||||||||||||||| |911.1.6|||X|||||||||||||||||||||| |911.1.8|||X|||||||||||||||||||||| |912.4|||X|||||||||||||||||||||| |912.6|||X|||||||||||||||||||||| |913.1|||X|||||||||||||||||||||| |913.5|||X|||||||||||||||||||||| |915.1|||X|X|X|||||||||||||||||||| |915.2|||X|X|X|||||||||||||||||||| |915.2.1|||X|X|X|||||||||||||||||||| |915.2.3|||X|||||||||||||||||||||| |915.4|||X|X|X|||||||||||||||||||| |915.4.1,
  Exceptions 2 and 3|||X|X|X|||||||||||||||||||| |915.4.2|||X|X|X|||||||||||||||||||| |915.4.3|||X|||||||||||||||||||||| |915.4.4|||X|X|X|||||||||||||||||||| |915.5.2|||X|X|X|||||||||||||||||||| |915.5.3|||X|X|X|||||||||||||||||||| |915.6|||X|X|X|||||||||||||||||||| |915.6.1|||X|||||||||||||||||||||| |915.7|||X|||X|||||||||||||||||||

  The state agency does not adopt sections identified with the following symbol: The Office of the State Fire Marshal’s adoption of this chapter or individual sections is applicable to structures regulated by other state agencies pursuant to Section 1.11.

  2025 CALIFORNIA BUILDING CODE 9-5

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  9-6 2025 CALIFORNIA BUILDING CODE

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  9 FIRE PROTECTION AND LIFE SAFETY SYSTEMS

  User notes:

• CRSC § 6.4 Medium relevance — show source text

  6.4_|||X|||||||||||||||||||||| |907.2.6.5|||X|||||||||||||||||||||| |907.2.9|||X|||||||||||||||||||||| |907.2.9.1|||X|||||||||||||||||||||| |907.2.9.3|||X|||||||||||||||||||||| |907.2.9.4|||X|||||||||||||||||||||| |907.2.9.4.1|||X|||||||||||||||||||||| |907.2.10|||X|||||||||||||||||||||| |907.2.11|||X|||||||||||||||||||||| |907.2.11.1|||X|||||||||||||||||||||| |907.2.11.2|||X|||||||||||||||||||||| |907.2.11.2.1 – 907.2.11.2.6|||X|||||||||||||||||||||| |907.2.11.3|||X|||||||||||||||||||||| |907.2.11.4|||X|||||||||||||||||||||| |907.2.11.6|||X|||||||||||||||||||||| |907.2.11.8|||X|||||||||||||||||||||| |907.2.11.9|||X|||||||||||||||||||||| |907.2.12|||X|||||||||||||||||||||| |907.2.13|||X|||||||||||||||||||||| |907.2.13.1|||X|||||||||||||||||||||| |907.2.13.1.2|||X|||||||||||||||||||||| |907.2.24 with subsections|||X|||||||||||||||||||||| |907.2.25 with subsections|||X|||||||||||||||||||||| |907.2.26 with subsections|||X|||||||||||||||||||||| |907.2.27|||X||||||||||||||||||||||

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  CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE

  CHAPTER 9 – FIRE PROTECTION AND LIFE SAFETY SYSTEMS—continued

• CRSC § 0.53 Medium relevance — show source text

  5-inch
  orifice)|14 psi
  (0.53-inch
  orifice)|Not Applicable| |TABLE 5704.3.6.3(5)—AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS IN
  METAL CONTAINERS OF 5-GALLON CAPACITY OR LESS WITH OR WITHOUT CARTONS ON CONVENTIONAL WOOD PALLETSa|IN-RACK SPRINKLER ARRANGEMENT AND DEMAND|Racks more than 9
  feet to 12 feet deep|Racks more than 9
  feet to 12 feet deep|1.
  Ordinary
  temperature,
  quick-response
  sprinklers,
  maximum 8 feet 3
  inches horizontal
  spacing
  2.
  One line sprinklers
  above each level of
  storage
  3. Locate in
  transverse flue
  spaces, staggered
  vertical and within
  20 inches of aisle
  4.
  Shields required
  where multiple-
  level|1.
  Ordinary
  temperature,
  quick-response
  sprinklers,
  maximum 8 feet 3
  inches horizontal
  spacing
  2.
  See 2 above
  3.
  See 3 above
  4.
  See 4 above|Not Applicable| |TABLE 5704.3.6.3(5)—AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS IN
  METAL CONTAINERS OF 5-GALLON CAPACITY OR LESS WITH OR WITHOUT CARTONS ON CONVENTIONAL WOOD PALLETSa|IN-RACK SPRINKLER ARRANGEMENT AND DEMAND|Racks up
  to 9 feet deep|Racks up
  to 9 feet deep|1.
  Ordinary
  temperature,
  quick-response
  sprinklers,
  maximum 8
  feet 3 inches
  horizontal
  spacing
  2.
  One line
  sprinklers
  above each
  level of storage
  3.
  Locate in
  longitudinal
  flue space,
  staggered
  vertical
  4.
  Shields
  required where
  multiple-level|1.
  Ordinary
  temperature,
  quick-response
  sprinklers,
  maximum 8
  feet 3 inches
  horizontal
  spacing
  2.
  See 2 above
  3.
  See 3 above
  4.
  See 4 above|Not Applicable
  None for maximum
  6-foot-deep racks| |TABLE 5704.3.6.3(5)—AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS IN
  METAL CONTAINERS OF 5-GALLON CAPACITY OR LESS WITH OR WITHOUT CARTONS ON CONVENTIONAL WOOD PALLETSa|IN-RACK SPRINKLER ARRANGEMENT AND DEMAND|Maximum
  spacing|Maximum
  spacing|80 ft2/head|100 ft2/head|100 ft2/head| |**TABLE 5704.3.6.

• CRSC § 2.3 Medium relevance — show source text

  **_ Refer to the Special Occupancy Parks Act, California Health and Safety Code, Division 13, Part 2.3, commencing with Section 18860 and California Code of Regulations, Title 25, Division 1, Chapter 2.2, commencing with Section 2000 for special occupancy park administra- tive and enforcement authority, permits, fees, viola- tions, inspections, and penalties both within and outside of special occupancy parks. Exception: Special occupancy parks where the Department of Housing and Community Develop- ment is the enforcing agency. 1.8.3.2.4 Employee Housing Act. Refer to the Employee Housing Act, California Health and Safety Code, Division 13, Part 1, commencing with Section 17000 and California Code of Regulations, Title 25, Division 1, Chapter 1, Subchapter 3, commencing with Section 600 for employee housing administrative and enforcement authority, permits, fees, violations, inspections, and penalties. 1.8.3.2.5 Factory-Built Housing Law. Refer to the Factory-Built Housing Law, California Health and Safety Code, Division 13, Part 6, commencing with Section 19960 and California Code of Regulations, Title 25, Division 1, Chapter 3, Subchapter 1, commencing with Section 3000 for factory-built housing administrative and enforcement authority, permits, fees, violations, inspections, and penalties. 1.8.4 Permits, Fees, Applications, and Inspections. 1.8.4.1 Permits. A written construction permit shall be obtained from the enforcing agency prior to the erection, construction, reconstruction, installation, relocation, or alteration of any mechanical system. Exceptions: (1) Work exempt from permits as specified in Chapter 1, Scope and Administration, Division II, Section 104.2 Items (1) through (5) of this code. (2) Changes, alterations, or repairs of a minor nature not affecting structural features, egress, sanitation, safety, or accessibility as determined by the enforcing agency.

  (3) Retroactive permits issued in accordance with Health and Safety Code Section 17958.12.

  Exemptions from permit requirements shall not be deemed to grant authorization for any work to be done in any manner in violation of other provisions of law or this code. 1.8.4.2 Fees. Subject to other provisions of law, the governing body of any city, county, or city and county may prescribe fees to defray the cost of enforcement of rules and regulations promulgated by the Department of Housing and Community Development. The amount of the fees shall not exceed the amount reasonably neces- sary to administer or process permits, certificates, forms, or other documents, or to defray the costs of enforcement. For additional information, see State Housing Law, Health and Safety Code, Division 13, Part 1.5, Section 17951 and California Code of Regulations, Title 25, Divi- sion 1, Chapter 1, Subchapter 1, Article 3, commencing with Section 6.

  _**1.8.4.3 Plan Review and Time Limitations.