Assembly, installation & actuator placement

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

• California Referenced Standards Code High 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 § 3.1 High relevance — show source text

  10|23/4| |F/C-6-RC-25|6″|6″ deep (4800 psi) concrete deck;1/4″ rein-
  forcement bars at 71/2″ pitch with7/8″
  cover;3/8″ main reinforcement bars at
  31/2″ pitch perpendicular with7/8″ cover;
  13′1″ span restrained.|195
  psf|4 hrs|||7|1, 7|4| |F/C-6-RC-26|6″|6″ (4650 psi) concrete deck;1/4″ reinforce-
  ment bars at 71/2″ pitch with7/8″ cover;3/8″
  main reinforcement bars at 31/2″ pitch
  perpendicular with1/2″ cover; 13′1″ span
  restrained.|195
  psf|2 hrs
  23 min|||7|1, 2|21/4| |F/C-6-RC-27|6″|6″ deep (6050 psi) concrete deck;1/4″ rein-
  forcement bars at 71/2″ pitch with7/8″
  cover;3/8″ reinforcement bars at 31/2″
  pitch perpendicular with1/2″ cover; 13′1″
  span restrained.|195
  psf|3 hrs
  30 min|||7|1, 10|31/2| |F/C-6-RC-28|6″|6″ deep (5180 psi) concrete deck;1/4″ rein-
  forcement bars at 8″ pitch with3/4″ cover;
  1/4″ reinforcement bars at 51/2″ pitch
  perpendicular with1/2″ cover; 13′1″ span
  restrained.|150
  psf|4 hrs|||7|1, 7|4|

  2025 CALIFORNIA EXISTING BUILDING CODE RESOURCE A-93

  on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.

  RESOURCE A—GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES

  TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE	Col2	Col3	Col4	Col5	Col6	Col7	Col8	Col9	Col10
  ITEM CODE	ASSEMBLY THICKNESS	CONSTRUCTION DETAILS	PERFORMANCE	PERFORMANCE	REFERENCE NUMBER	REFERENCE NUMBER	REFERENCE NUMBER	NOTES	REC. HOURS
  ITEM CODE	ASSEMBLY THICKNESS	CONSTRUCTION DETAILS	LOAD	TIME	PRE-BMS-92	BMS-92	POST-BMS-92	POST-BMS-92	POST-BMS-92
  F/C-6-RC-29	6″	6″ thick (4180 psi) concrete deck; 4″ × 3″ × 10 lbs R.S.J.; 2′6″ C.R.S.

• CRSC § 12-3 High relevance — show source text

  SECTION 12-3-11—ABUSE TEST

  12-3-11.1 A sample shall comply with the Manual Actuation Test requirements in Sections 12-3-8.2 and 12-3-8.3 after being subjected to the simulated abuse provided in Section 12-3-11.2.

  12-3-11.2 The sample shall be subject to six impacts of 5 feet-pounds (6.8 N · m) each applied with a 2-inch diameter (51 mm) steel ball on portions of the release system that are most likely to adversely affect the operation of the system.

  MARKINGS AND INSTRUCTIONS

  SECTION 12-3-12—MARKINGS

  12-3-12.1 Security bars and the latching mechanism shall be permanently marked with the company name, model number and date of manufacture. When a manufacturer produces assemblies at more than one factory, each such assembly shall have a distinctive marking to identify it as the product of a particular factory.

  12-3-12.2 Symbols or diagrams shall be marked on the manual actuator to identify how to manually release the security bars. The diagram or symbols shall be readily visible to occupants when the assembly is mounted as intended.

  12-3-12.3 Security bars and the latching mechanism shall be marked with the name or logo of the testing agency certifying to compliance of the products with this standard, and identification of the standard as SFM SB-2000.

  12-3-12.4 Adhesive-backed labels used to provide required markings shall be suitable for the application and shall comply with UL Standard 969, 1995 Edition.

  SECTION 12-3-13—INSTRUCTION MANUAL

  12-3-13.1 Installation and operating instructions shall be provided with each system. Installation instructions shall describe how to install and initially test the system, and provide periodic testing and maintenance. Operating instructions shall be provided that include diagrams, drawing and symbols describing how to operate the system and escape in the event of a fire or other emergency.

  12-3-13.2 When the releasing mechanism assembly is provided separately from the security bar assembly in accordance with Section 12-3-3.1, the instruction manual shall describe the compatible security bars that have been investigated and found suitable for use with the releasing assembly. Security bars shall be identified by the manufacturer’s name and model number and maximum dimensions.

  12-3-13.3 The installation instructions shall include directions on mounting the actuator inside the room at a height not exceeding 48 inches (1.2 m) from the finished floor.

  2025 CALIFORNIA REFERENCED STANDARDS CODE 7

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  8 2025 CALIFORNIA REFERENCED STANDARDS CODE

  on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.

  12-4A LABORATORY ANIMAL QUARTERS STANDARDS

  STANDARD 12-4A-1

  DEPARTMENT OF HEALTH SERVICES

  Authority: Sections 102, 208 and 25811.

  Reference: Sections 102, 208 and 436.5.

  LABORATORY ANIMAL QUARTERS

  Sec. 12-4A-101. Laboratory animal quarters shall comply with Chapter IV, “Guide for Care and Use of Laboratory Animals,” U.S. Department of Health, Education and Welfare, Publication Number 85-23, Revised 1985.

• CRSC § 0.5 High relevance — show source text

  ** The horizontal airflow, measured at a horizontal distance of 20 inches (0.5 m) from the edge of the wall assembly, shall not exceed 1.64 ft/s (0.5 m/s). 3. Placement of test frame. Prior to testing, and without the test specimen in place, position the frame assembly under the exhaust hood and set the gas burner for the prescribed level of output. 4. Placement of specimen. Once the burner output is verified, position the specimen holder assembly at the desired test location under the collection hood.

  5. Test specimen. Insert the test specimen into the frame assembly, sealing all edges with ceramic wool.
  6. Ignition. Simultaneously ignite the gas burner and start the timer marking the beginning of the test. Control the burner to a constant 150 ± 8 kW output. Control the hood duct flow to collect all products of combustion.
  7. Flame exposure. Continue the flame exposure until flame penetration of the test specimen and sustained flaming on the unexposed side occurs or for a period of 10 minutes, then extinguish the burner.
  8. Observation. If sustained flaming on the unexposed side of the test specimen has not occurred, observe the unexposed side of the test specimen for an additional 60 minutes for evidence of sustained flaming or glowing combustion on the unexposed side. Terminate the observation prior to the completion of the 60-minute observation period if all evidence of flame, glow and smoke has disappeared.

  Note: An infrared thermometer has been found to be useful to detect the increase of temperature on the unexposed side of the test assembly. 9. Documentation. Perform photographic and/or video documentation before, during and after each test.

  2025 CALIFORNIA REFERENCED STANDARDS CODE 39

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  MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE

  12-7A-1.10 Report. The report shall include the following:

  1. Name and address of the testing laboratory.

  2. Name and address of test sponsor.

  3. Description of the test specimen including construction details of the wall system, including details of individual components (such as type, thickness and installation method of any sheathing) and the manufacturer’s installation details and limitations as applicable.

  4. Number of specimens tested.

  5. Description of weathering, as applicable.

  6. Moisture content of hygroscopic elements of wall system construction at the time of testing.

  7. Details of the burner verification, including heat supply rate.

  8. Date of test, test identification number and date of report.

  9. The test results shall include:

  9.1. A notation of the time and location of sustained flaming on the unexposed side of the test specimen during the test, along with the sequence number of the test specimen. 9.2. A determination of the presence of glow on the unexposed side of the test specimen at the end of the 60-minute observation period. 9.3. Observations of the burning characteristics of the exposed surface of the test wall during and after the flame

  exposure.

  12-7A-1.11 Conditions of Acceptance. Should one of the three replicates fail to meet the Conditions of Acceptance, three additional tests may be run. All of the additional tests must meet the Conditions of Acceptance.

  1. Absence of flame penetration through the wall assembly at any time.
  2. Absence of evidence of glowing combustion on the interior surface of the assembly at the end of the 70-minute test.
• CRSC § 6.1507 High relevance — show source text

  LIFT = Entering Condenser Water Temperature (°F) – Leaving Chilled Water Temperature (°F)
  2. Condenser DT = Leaving Condenser Water Temperature (°F) – Entering Condenser Water Temperature (°F)
  Kadj = 6.1507 – 0.30244(×) + 0.0062692(×)2 – 0.000045595(×)3
  where× = Condenser DT + LIFT
  COPadj = Kadj * COPstd|1. LIFT = Entering Condenser Water Temperature (°F) – Leaving Chilled Water Temperature (°F)
  2. Condenser DT = Leaving Condenser Water Temperature (°F) – Entering Condenser Water Temperature (°F)
  Kadj = 6.1507 – 0.30244(×) + 0.0062692(×)2 – 0.000045595(×)3
  where× = Condenser DT + LIFT
  COPadj = Kadj * COPstd|1. LIFT = Entering Condenser Water Temperature (°F) – Leaving Chilled Water Temperature (°F)
  2. Condenser DT = Leaving Condenser Water Temperature (°F) – Entering Condenser Water Temperature (°F)
  Kadj = 6.1507 – 0.30244(×) + 0.0062692(×)2 – 0.000045595(×)3
  where× = Condenser DT + LIFT
  COPadj = Kadj * COPstd|1. LIFT = Entering Condenser Water Temperature (°F) – Leaving Chilled Water Temperature (°F)
  2. Condenser DT = Leaving Condenser Water Temperature (°F) – Entering Condenser Water Temperature (°F)
  Kadj = 6.1507 – 0.30244(×) + 0.0062692(×)2 – 0.000045595(×)3
  where× = Condenser DT + LIFT
  COPadj = Kadj * COPstd|1. LIFT = Entering Condenser Water Temperature (°F) – Leaving Chilled Water Temperature (°F)
  2. Condenser DT = Leaving Condenser Water Temperature (°F) – Entering Condenser Water Temperature (°F)
  Kadj = 6.1507 – 0.30244(×) + 0.0062692(×)2 – 0.000045595(×)3
  where× = Condenser DT + LIFT
  COPadj = Kadj * COPstd|1. LIFT = Entering Condenser Water Temperature (°F) – Leaving Chilled Water Temperature (°F)
  2. Condenser DT = Leaving Condenser Water Temperature (°F) – Entering Condenser Water Temperature (°F)
  Kadj = 6.1507 – 0.30244(×) + 0.0062692(×)2 – 0.000045595(×)3
  where× = Condenser DT + LIFT
  COPadj = Kadj * COPstd|

  A6.207.1.2 Controls for heat pumps with supplementary electric resistance heaters. Heat pumps with supplementary electric resistance heaters shall have controls:

  A6.207.1.2.1 That prevent supplementary heater operation when the heating load can be met by the heat pump alone; and

• CRSC § 25.4 High relevance — show source text

  For SI: 1 inch = 25.4 mm, 1 pound per square inch = 0.00689 MPa, 1 ton = 8.896 kN.

  Notes:

  1. Failure mode—collapse.
  2. Failed on furnace removal.

  TABLE 2.1.11 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION—20″ TO LESS THAN 22″	Col2	Col3	Col4	Col5	Col6	Col7	Col8	Col9	Col10
  ITEM CODE	MINIMUM DIMENSION	CONSTRUCTION DETAILS	PERFORMANCE	PERFORMANCE	REFERENCE NUMBER	REFERENCE NUMBER	REFERENCE NUMBER	NOTES	REC. HOURS
  ITEM CODE	MINIMUM DIMENSION	CONSTRUCTION DETAILS	LOAD	TIME	PRE- BMS-92	BMS-92	POST-BMS-92	POST-BMS-92	POST-BMS-92
  C-20-HRC-1	20″	20″ hexagonal columns; gravel concrete (6080 psi); reinforcement: vertical,3/4″ rebars; horizontal,5/16″ helical winding on 13/4″ pitch; cover:1/2″.	211 tons	2 hrs			7	1	2
  C-20-HRC-2	20″	20″ hexagonal columns; gravel concrete (5080 psi); reinforcement: vertical,3/4″ rebars; horizontal,5/16″ wire on 13/4″ pitch; cover:1/2″.	184 tons	2 hrs 15 min			7	2–4	21/4

  For SI: 1 inch = 25.4 mm, 1 pound per square inch = 0.00689 MPa, 1 ton = 8.896 kN.

  Notes:

  1. Column collapsed on furnace removal.

  2. Passed 2 [1] / 4 -hour fire test.

  3. Passed hose stream test.

  4. Withstood reload after 48 hours.

  TABLE 2.2 ROUND CAST IRON COLUMNS	Col2	Col3	Col4	Col5	Col6	Col7	Col8	Col9	Col10
  ITEM CODE	MINIMUM DIMENSION	CONSTRUCTION DETAILS	PERFORMANCE	PERFORMANCE	REFERENCE NUMBER	REFERENCE NUMBER	REFERENCE NUMBER	NOTES	REC. HOURS
  ITEM CODE	MINIMUM DIMENSION	CONSTRUCTION DETAILS	LOAD	TIME	PRE-BMS-92	BMS-92	POST-BMS-92	POST-BMS-92	POST-BMS-92
  C-7-CI-1	7″ O.D.	Column: 0.6″ minimum metal thickness; unprotected.

• CRSC § 25.4 High relevance — show source text

  ties at 12″
  pitch; wire netting 11/2″ × 22 SWG between first
  and second plaster coats; 11/2″ gypsum plaster.|90 tons|1 hr
  33 min|||7|1|11/2| |C-8-SP-4|83/4″|83/4″ × 103/4″ plaster-protected steel columns;
  8″ × 6″ × 35 lbs “H” beam; protection:3/4″
  gypsum board; wire wound spirally (#16 SWG)
  at 11/2″ pitch;1/2″ gypsum plaster.|90 tons|2 hrs|||7|2–4|2|

  For SI: 1 inch = 25.4 mm, 1 pound = 0.004448 kN, 1 ton = 8.896 kN.

  Notes:

  1. Failure mode—collapse.

  2. Passed 2 hour fire exposure test (Grade “C,” British).

  3. Passed hose stream test.

  4. Passed reload test.

  TABLE 2.5.4.1 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 6″ TO LESS THAN 8″	Col2	Col3	Col4	Col5	Col6	Col7	Col8	Col9	Col10
  ITEM CODE	MINIMUM DIMENSION	CONSTRUCTION DETAILS	PERFORMANCE	PERFORMANCE	REFERENCE NUMBER	REFERENCE NUMBER	REFERENCE NUMBER	NOTES	REC. HOURS
  ITEM CODE	MINIMUM DIMENSION	CONSTRUCTION DETAILS	LOAD	TIME	PRE-BMS-92	BMS-92	POST-BMS-92	POST-BMS-92	POST-BMS-92
  C-7-SM-1	75/8″	75/8″ × 91/2″ (asbestos plaster) protected steel columns; 8″ × 6″ × 35 lbs “H” beam; protection: 20 gage1/2″ metal lath;9/16″ asbes- tos plaster (minimum).	90 tons	1 hr 52 min			7	1	13/4

  For SI: 1 inch = 25.4 mm, 1 pound = 0.004448 kN, 1 ton = 8.896 kN.

  Notes:

  1. Failure mode—collapse.
• CRSC § 705.1.2 High relevance — show source text

  705.1.2 Solvent Cement Joints. Solvent cement joints for ABS pipe and fittings shall be clean from dirt and moisture. Pipe shall be cut square and shall be deburred. Where surfaces to be joined are cleaned, and free of dirt, moisture, oil, and other foreign material, the solvent cement that complies with ASTM D2235 shall be applied to all joint surfaces. Joints shall be made while both the inside socket surface and outside surface of pipe are wet with solvent cement. Hold joint in place and undisturbed for 1 minute after assembly. [HCD 1 & HCD 2] Plastic pipe and fittings joined with solvent cement shall utilize Low VOC primer(s), if a primer is required, and Low VOC cement(s) as defined in Section 214.0.

  705.1.3 Threaded Joints. Threads shall comply with ASME B1.20.1. A minimum of Schedule 80 shall be permitted to be threaded. Molded threads on adapter fittings for the transition to threaded joints shall be permitted. Thread sealant compound shall be applied to male threads, insoluble in water, and nontoxic. The joint between the pipe and transition fitting shall be of the solvent cement type. Caution shall be used during assembly to prevent over tightening of the ABS components once the thread sealant compound has been applied. 705.2 Cast-Iron Pipe and Joints. Joining methods for cast-iron pipe and fittings shall be installed in accordance with the manufacturer’s installation instructions and shall comply with Section 705.2.1 or Section 705.2.2. 705.2.1 Caulked Joints. Caulked joints shall be firmly packed with oakum or hemp and filled with molten lead to a depth of not less than 1 inch (25.4 mm) in one continuous pour. The lead shall be caulked thoroughly at the inside and outside edges of the joint. After caulking, the finished joint shall not exceed [1] ⁄ 8 of an inch (3.2 mm) below the rim of the hub. No paint, varnish, or other coatings shall be permitted on the joining material until after the joint has been tested and approved.

  705.2.2 Mechanical Joints and Compression Joints. Mechanical joints for cast-iron pipe and fittings shall be of the elastomeric compression type or mechanical joint couplings. Compression type joints with an elastomeric gasket for cast-iron hub and spigot pipe shall comply with ASTM C564 and be tested in accordance with ASTM C1563. Hub and spigot shall be clean and

  2025 CALIFORNIA PLUMBING CODE 169

  ), Copyright © 2025 IAPMO, and may not be used for any other purpose or distributed to any other persons or parties.

  SANITARY DRAINAGE

  free of dirt, mud, sand, and foreign materials. Cut pipe shall be free from sharp edges. Fold and insert gasket into the hub. Lubricate the joint following manufacturer’s instructions. Insert spigot into hub until the spigot end of the pipe bottom out in the hub. Use the same procedure for the installation of fittings.

  A mechanical joint shielded coupling type for hubless cast-iron pipe and fittings shall have a metallic shield that complies with ASTM A1056, ASTM C1277, ASTM C1540, or CISPI 310.

• CRSC § 25.4 High relevance — show source text

  6)|100|12|12|14|16|19|21|26|30|35|16|18|21|24|26|29|34|39|45| |ASTM D1863
  (No. 6)|150|12|14|17|19|22|24|29|34|39|18|21|23|26|29|32|37|43|48| |For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 0.447 m/s.
  a. Parapet height is measured vertically from the top surface of the coping down to the surface of the roof covering in the field of the roof adjacent to the parapet and outbound
  of any cant strip.
  b. Interpolation shall be permitted for wind speed, mean roof height and parapet height. Extrapolation is not permitted.
  c. Basic wind speed,V, and wind exposure shall be determined in accordance with Section 1609.
  d. Where the minimum required parapet height is indicated to be 2 inches (51 mm), a gravel stop shall be permitted and shall extend not less than 2 inches (51 mm) from the roof
  surface and not less than the height of the aggregate.
  e. The tabulated values apply only to conditions where the topographic factor (Kzt) determined in accordance with Chapter 26 of ASCE 7 is 1.0 or where_Kzt_ is incorporated in the
  basic wind speed in Section 1609.
  f. For Exposure D, add 8 inches (203 mm) to the parapet height required for Exposure C and the parapet height shall not be less than 12 inches (305 mm).|For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 0.447 m/s.
  a. Parapet height is measured vertically from the top surface of the coping down to the surface of the roof covering in the field of the roof adjacent to the parapet and outbound
  of any cant strip.
  b. Interpolation shall be permitted for wind speed, mean roof height and parapet height. Extrapolation is not permitted.
  c. Basic wind speed,V, and wind exposure shall be determined in accordance with Section 1609.
  d. Where the minimum required parapet height is indicated to be 2 inches (51 mm), a gravel stop shall be permitted and shall extend not less than 2 inches (51 mm) from the roof
  surface and not less than the height of the aggregate.
  e. The tabulated values apply only to conditions where the topographic factor (Kzt) determined in accordance with Chapter 26 of ASCE 7 is 1.0 or where_Kzt_ is incorporated in the
  basic wind speed in Section 1609.
  f. For Exposure D, add 8 inches (203 mm) to the parapet height required for Exposure C and the parapet height shall not be less than 12 inches (305 mm).|For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 0.447 m/s.
  a. Parapet height is measured vertically from the top surface of the coping down to the surface of the roof covering in the field of the roof adjacent to the parapet and outbound
  of any cant strip.
  b. Interpolation shall be permitted for wind speed, mean roof height and parapet height.

• CRSC § 3.2 Medium relevance — show source text

  The lead shall be caulked thoroughly at the inside and outside edges of the joint. After caulking, the finished joint shall not exceed [1] ⁄ 8 of an inch (3.2 mm) below the rim of the hub. No paint, varnish, or other coatings shall be permitted on the joining material until after the joint has been tested and approved.

  705.2.2 Mechanical Joints and Compression Joints. Mechanical joints for cast-iron pipe and fittings shall be of the elastomeric compression type or mechanical joint couplings. Compression type joints with an elastomeric gasket for cast-iron hub and spigot pipe shall comply with ASTM C564 and be tested in accordance with ASTM C1563. Hub and spigot shall be clean and

  2025 CALIFORNIA PLUMBING CODE 169

  ), Copyright © 2025 IAPMO, and may not be used for any other purpose or distributed to any other persons or parties.

  SANITARY DRAINAGE

  free of dirt, mud, sand, and foreign materials. Cut pipe shall be free from sharp edges. Fold and insert gasket into the hub. Lubricate the joint following manufacturer’s instructions. Insert spigot into hub until the spigot end of the pipe bottom out in the hub. Use the same procedure for the installation of fittings.

  A mechanical joint shielded coupling type for hubless cast-iron pipe and fittings shall have a metallic shield that complies with ASTM A1056, ASTM C1277, ASTM C1540, or CISPI 310. The elastomeric gasket shall comply with ASTM C564. Hubless cast-iron pipe and fittings shall be clean and free of dirt, mud, sand, and foreign materials. Cut pipe shall be free from sharp edges. Gasket shall be placed on the end of the pipe or fitting and the stainless steel shield and clamp assembly on the end of the other pipe or fitting. Pipe or fittings shall be seated against the center stop inside the elastomeric sleeve. Slide the stainless steel shield and clamp assembly into a position centered over the gasket and tighten. Bands shall be tightened using an approved calibrated torque wrench specifically set by the manufacturer of the couplings.

  705.3 Copper or Copper Alloy Pipe (DWV) and Joints. Joining methods for copper or copper alloy pipe and fittings shall be installed in accordance with the manufacturer’s installation instructions and shall comply with Section 705.3.1 through Section 705.3.4.

  705.3.1 Brazed Joints. Brazed joints between copper or copper alloy pipe and fittings shall be made with brazing alloys having a liquid temperature above 1000°F (538°C). The joint surfaces to be brazed shall be cleaned bright by either manual or mechanical means. Piping shall be cut square and reamed to full inside diameter. Brazing flux shall be applied to the joint surfaces where required by manufacturer’s recommendation. Brazing filler metal shall conform to AWS A5.8 and shall be

  applied at the point where the pipe or tubing enters the socket of the fitting.

  705.3.2 Mechanical Joints. Mechanical joints in copper or copper alloy piping shall be made with a mechanical coupling with grooved end piping or approved joint designed for the specific application.

• CRSC § 4.1.3 Medium relevance — show source text

  3. British test.

  4. British test—qualified for 6-hour use (Grade “A”).

  4" × 6" WIRE MESH OF NO. 13 S.W.G

  4" × 6"

  2'	Col2	Col3	Col4
  2' 6" 1" 2"	2' 6" 1" 2"	2' 6" 1" 2"	2"
  BARS DIA. MESH . 13 S.W.G		1" COVER 10" 25 × 41/ " 2 LB. R.S.J BARS 3/8" DIA. AT 6˝ PITCH	1" COVER 10" 25 × 41/ " 2 LB. R.S.J BARS 3/8" DIA. AT 6˝ PITCH
  BARS DIA. MESH . 13 S.W.G	61~~/2 1" "~~	61~~/2 1" "~~	61~~/2 1" "~~

  8. See Table 4.1.3, Note 5.
  9. Hourly rating based upon B-12-RC-2.

  Col1	Col2
  81~~/ "~~	81~~/ "~~

  2025 CALIFORNIA EXISTING BUILDING CODE RESOURCE A-109

  on Jul 18, 2025 11:14 AM (CDT) THEREUNDER.

  RESOURCE A—GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES

  TABLE 4.1.3 REINFORCED CONCRETE BEAMS DEPTH 14″ TO LESS THAN 16″	Col2	Col3	Col4	Col5	Col6	Col7	Col8	Col9	Col10
  ITEM CODE	DEPTH	CONSTRUCTION DETAILS	PERFORMANCE	PERFORMANCE	REFERENCE NUMBER	REFERENCE NUMBER	REFERENCE NUMBER	NOTES	REC. HOURS
  ITEM CODE	DEPTH	CONSTRUCTION DETAILS	LOAD	TIME	PRE-BMS-92	BMS-92	POST-BMS-92	POST-BMS-92	POST-BMS-92
  B-15-RC-1	15″	Concrete flange: 4″ deep × 2' wide (3290 psi) concrete; concrete beam: 10″ deep × 81/2″ wide; “I” beam reinforcement: 10″ × 41/2″ × 25 lbs R.S.J.

• CEC § 120 Medium relevance — show source text

  Meter Connections

  1. For test bypass facilities, see Note 25 on Page 6.

  2. All wiring material on the load side of the meter socket must be in accordance with applicable electrical codes, city and county ordinances, and must comply with the California Building Standards Code − Electrical Regulations. Unless threaded connections are used, adequate bonding of all sections of the service equipment must be provided.

  Threaded Conduit Hub

  4-Terminal

  Meter Socket (see Note 1)

  Lock

  Ground Wire (see Note 20 on Page 5)

  Threaded

  Conduit Hub

  4-Terminal Meter Socket (see Note 1)

  Weatherproof Service Switch. Cover Must Be

  Locked if Enclosure Contains Exposed Live Parts.

  Weatherproof Receptacles (see Notes 18 and 19 on Page 5)

  Figure 10 120/240 V, 3-Wire With WHM, Service Switch, and Receptacle in Weatherproof Cabinet (see Note 2)

  Figure 11 120/240 V, 4-Wire Delta With Weatherproof Service Switch and Receptacles (see Note 2)

  Figure 12 120/240 V, 3-Wire With Weatherproof Service Switch and Receptacles (see Note 2)

  Details of Anchors, Guying Materials, and Brace

  5/8” Diameter x 72”

  2” x 4” Min. Wood

  Galvanized Steel

  Anchor Rod

  Length Approx.

  (minimum size)

  2” x 4” Min. Wood

  Length Approx.

  Figure 13 Steel Anchor

  n. Wood 20-Foot Approx. Bolted to Pole 45°	Col2
  Bolted to Stake Service Pole ” Min. Stake Approx. 45°	Bolted to Stake Service Pole ” Min. Stake Approx. 45°
  6” Min.

  Figure 14 Wood Brace (for use with temporary pole only)

  Note: Use 1/2 Galvanized Machine Bolts, and 1” x 1” Diameter Curved Washers to attach wood brace to stake and pole.

  025055 Page 12 of 17 Rev. #20: 3/25/2022

  OH: Services Greenbook Requirements for Customer-Owned Poles EMWP

  Figure 15 Guying Materials

  Temporary Commercial Service to Non-Substantial Portable Structure

  Notes

  1. Temporary Service Attachment

  Temporary services will not be directly attached to any structure considered by PG&E to be of inadequate strength. The structure must, in all cases, be substantial (see Note 2) and capable of supporting the service span, as well as the force of the ladder and worker against the service mast.

  2. Portable Buildings (Figure 16 on Page 14 and Figure 17 on Page 16)