General & Construction Documents

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

• California Building Code High relevance — show source text

  Required1| |2|Self-Contained, Bused Safety Socket Box| |3|Combination Meter and Current Transformer Cabinet
  (See Note 6 on Page 3)| |4|Main Switch of Service Equipment Enclosure| |5|Service Conduit, As Required| |6|UG Panel Board Construction (See Figures 5 − 6)| |7|OH Panel Board Construction (See Figures 7 − 8)| |8|Post (See Note 1 on Page 1)| |9|Conduit, Riser, Galvanized Rigid Steel, Continuous without Couplings| |10|Ground Rod (See Note 2 on Page 3)| |11|Ground Wire, Copper, Bare| |12|Ground Clamp (As Required) for Item 10| |13|Sealable Gutter| |14|Metal Myers Hub With Close Nipple| |15|Heavy Duty 2-Hole Pipe Strap Every 36”| |16|PVC Schedule 40, minimum| |17|Weatherhead| |18|PG&E-Approved, Customer-Owned Pole| |19|Termination Enclosure| |20|Plastic−to−Steel Adapter/Coupling| |21|Conduit, Bend, Galvanized Rigid Steel, Continuous without Couplings| |22|Service Conduit, Coupling, As Required| |23|Conduit, Bend, PVC, Continuous without Couplings|

  1 The pull box is required to be installed but may be exempt only at the discretion of the PG&E inspector.

  065374 Page 8 of 9 Rev. #15: 3/25/2022

  OH: Services UG-1: Services Overhead and Underground Panel Board Construction Greenbook EMWP

  Revision Notes

  Revision 15 has the following changes:

  1. Corrected Note1.B.(4) on Page 2, replacing the first word “Struts” with “Unistrut”.

  2. Corrected Note D.(3). on Page 2, requiring thru bolts, nuts, and washers for Unistrut fasteners.

  3. Corrected itle of Figure 7 on Page 6, describing the coupling as a Plastic-to-Steel Adapter/Coupling.

  Rev. #15: 3/25/2022 065374 Page 9 of 9

  Greenbook

  Prepared by: MZGD

  Purpose and Scope

  This document provides a list of PG&E-approved manufacturers of major materials for use in PG&E’s Electric Distribution System.

  Table 1 PG&E-Approved Electric Distribution Materials Manufacturers

  Material	Responsible Engineer	Approved Manufacturer
  Arresters	Miguel Plascencia	ABB, Siemens
  Barrier Posts	M.L. Thibault	Allwire
  Brackets, Overhead	Eduardo Sanchez	Aluma-Form, Chance, Joslyn, Kortick, MacLean
  Cable, Primary	Lisseth Villareal	Okonite, Prysmian, Southwire1
  Cable, Aluminum, Secondary	Lisseth Villareal	Prysmian (General Cable)1, Southwire
  Cable, Copper, Secondary	Lisseth Villareal	Okonite
  Capacitor Controls	Miguel Plascencia	HD Electric, S&C (Energyline)
  Capacitor, Overhead	Miguel Plascencia	ABB, Cooper
  Capacitor, Pad-Mounted	Miguel Plascencia	Scott Engineering
  Conduit,

• CBC § 04-15 High relevance — show source text

  . . . . . . . . . . . . . . . . . . . UG-1: Services/Greenbook . . . . . . . . . . . . . . . . . . 063927 Methods and Requirements for Installing Commercial Underground Electric Services 0−600 Volts to Customer-Owned Facilities . . . . . . . . . . . . . . . . . . . . UG-1: Services/Greenbook . . . . . . . . . . . . . . . . . . 063928

  Table	1 Description of Items to be Furnished and Installed by Customer
  Item	Description
  1	Option 1: Meter Adapter, Cooper B-Line Cat. No. MARR20L45GRSD (160A) Use with Customer’s Panel Rated at 160A Continuous1, 2
  1	Option 2: Meter Adapter, Ekstrom Industries No. 722B (175A). Specify Left, Right, or Bottom Hub
  2	Combination Service Meter and Breaker Panel (rating as required)
  3	Pull Termination Box, 8” x 12” x 4”, Rain-Tight, Circle A-W (Cooper B-Line) No. R-9007A or Equivalent (see Note 4M on Page 2)
  4	Conduit, See Notes 4C and 4G on Page 1
  5	Hub to Be Closed and Made Tamper Proof
  6	Pull Termination Box, 12” x 26” x 6”, Rain-Tight, Circle A-W Catalog Number R-90008, or Equivalent (see Note 4K on Page 2)

  1 Fifth jaw accessory, use Cooper B-Line Cat. No. 50365. 2 Reducer hub and gasket accessories for 2” conduit, use Cooper B-Line Cat. No. AW200 and 12750A.

  061032 Page 2 of 4 Rev. #04: 04-15-11

  UG-1: Services Greenbook Residential and Small Commercial Overhead to Underground Electric Service Conversion

• CBC § 04-15 High relevance — show source text

  . . . . . . . . . 063928

  Table	1 Description of Items to be Furnished and Installed by Customer
  Item	Description
  1	Option 1: Meter Adapter, Cooper B-Line Cat. No. MARR20L45GRSD (160A) Use with Customer’s Panel Rated at 160A Continuous1, 2
  1	Option 2: Meter Adapter, Ekstrom Industries No. 722B (175A). Specify Left, Right, or Bottom Hub
  2	Combination Service Meter and Breaker Panel (rating as required)
  3	Pull Termination Box, 8” x 12” x 4”, Rain-Tight, Circle A-W (Cooper B-Line) No. R-9007A or Equivalent (see Note 4M on Page 2)
  4	Conduit, See Notes 4C and 4G on Page 1
  5	Hub to Be Closed and Made Tamper Proof
  6	Pull Termination Box, 12” x 26” x 6”, Rain-Tight, Circle A-W Catalog Number R-90008, or Equivalent (see Note 4K on Page 2)

  1 Fifth jaw accessory, use Cooper B-Line Cat. No. 50365. 2 Reducer hub and gasket accessories for 2” conduit, use Cooper B-Line Cat. No. AW200 and 12750A.

  061032 Page 2 of 4 Rev. #04: 04-15-11

  UG-1: Services Greenbook Residential and Small Commercial Overhead to Underground Electric Service Conversion

  Optional Removable by Customer To Be Removed by PG&E Meter Socket (see Figure 2 through Figure 7 on Pages 3 through 4) For Riser and Pull Box Detail (see Figure 2 through Figure 7 on Pages 3 through 4) For Gas and Water Sealing Requirements, see Documents 063927 and Document 063928 48” Min. 72” Max. Customer Shall Dig and Backfill Trench (see Note 4B on Page 1) Min. Bend Depth To PG&E Distribution System As required by	Col2	Col3
  Customer Shall Dig and Backfill Trench (see Note 4B on Page 1) For Riser and Pull Box Detail (see Figure 2 through Figure 7 on Pages 3 through 4) Meter Socket (see Figure 2 through Figure 7 on Pages 3 through 4) To Be Removed by PG&E For Gas and Water Sealing Requirements, seeDocuments 063927 andDocument 063928 To PG&E Distribution System Optional Removable by Customer 48” Min. 72” Max. As required by Min. Bend Depth

  Document 063927 and Document 063928

  Figure 1 Typical Service Conversion

  PG&E Service Termination Point

  See Note 4K on Page 2

  PG&E Service Termination Point (see Note 4L on Page 2)

• CBC § 105.6 Medium relevance — show source text

  [A] 105.6 Suspension or revocation. The code official is authorized to suspend or revoke a permit issued under the provisions of this code wherever the permit is issued in error or on the basis of incorrect, inaccurate or incomplete information, or in violation of any ordinance or regulation or any of the provisions of this code.

  [A] 105.7 Placement of permit. The building permit or copy shall be kept on the site of the work until the completion of the project.

  SECTION 106—CONSTRUCTION DOCUMENTS

  [A] 106.1 General. Submittal documents consisting of construction documents, special inspection and structural observation programs, investigation and evaluation reports, and other data shall be submitted in two or more sets, or in a digital format where allowed by the code official, with each application for a permit. The construction documents shall be prepared by a registered

  1-26 2025 CALIFORNIA EXISTING BUILDING CODE

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

  ADMINISTRATION

  design professional where required by the statutes of the jurisdiction in which the project is to be constructed. Where special conditions exist, the code official is authorized to require additional construction documents to be prepared by a registered design professional.

  Exception: The code official is authorized to waive the submission of construction documents and other data not required to be prepared by a registered design professional if it is found that the nature of the work applied for is such that reviewing of construction documents is not necessary to obtain compliance with this code.

  [A] 106.2 Construction documents. Construction documents shall be in accordance with Sections 106.2.1 through 106.2.6.

  [A] 106.2.1 Construction documents. Construction documents shall be dimensioned and drawn on suitable material. Electronic media documents are permitted to be submitted where approved by the code official. Construction documents shall be of sufficient clarity to indicate the location, nature and extent of the work proposed and show in detail that it will conform to the provisions of this code and relevant laws, ordinances, rules and regulations, as determined by the code official. The work areas shall be shown.

  [A] 106.2.2 Fire protection system(s) shop drawings. Shop drawings for the fire protection system(s) shall be submitted to indicate compliance with this code and the construction documents and shall be approved prior to the start of system installation. Shop drawings shall contain information as required by the referenced installation standards in Chapter 9 of the California Build- ing Code .

  [A] 106.2.3 Means of egress. The construction documents for Alterations—Level 2, Alterations—Level 3, additions and changes of occupancy shall show in sufficient detail the location, construction, size and character of all portions of the means of egress in compliance with the provisions of this code. The construction documents shall designate the number of occupants to be accommodated in every work area of every floor and in all affected rooms and spaces.

  [A] 106.2.4 Exterior wall envelope. Construction documents for work affecting the exterior wall envelope shall describe the exterior wall envelope in sufficient detail to determine compliance with this code. The construction documents shall provide details of the exterior wall envelope as required, including windows, doors, flashing, intersections with dissimilar materials, corners, end details, control joints, intersections at roof, eaves or parapets, means of drainage, water-resistive barriers and details around openings.

• CBC § 6.3.1. Medium relevance — show source text

  6.3.1.|The fastening system shall resist the wind forces in Section 1609.6.3.1.| |130|0-60|The fastening system shall resist the wind forces in Section 1609.6.3.1.|The fastening system shall resist the wind forces in Section 1609.6.3.1.|The fastening system shall resist the wind forces in Section 1609.6.3.1.| |All|> 60|The fastening system shall resist the wind forces in Section 1609.6.3.1.|The fastening system shall resist the wind forces in Section 1609.6.3.1.|The fastening system shall resist the wind forces in Section 1609.6.3.1.| |INTERLOCKING CLAY OR CONCRETE ROOF TILE WITH PROJECTING ANCHOR LUGSd, e
  (Installations on spaced/solid sheathing with battens or spaced sheathing)|INTERLOCKING CLAY OR CONCRETE ROOF TILE WITH PROJECTING ANCHOR LUGSd, e
  (Installations on spaced/solid sheathing with battens or spaced sheathing)|INTERLOCKING CLAY OR CONCRETE ROOF TILE WITH PROJECTING ANCHOR LUGSd, e
  (Installations on spaced/solid sheathing with battens or spaced sheathing)|INTERLOCKING CLAY OR CONCRETE ROOF TILE WITH PROJECTING ANCHOR LUGSd, e
  (Installations on spaced/solid sheathing with battens or spaced sheathing)|INTERLOCKING CLAY OR CONCRETE ROOF TILE WITH PROJECTING ANCHOR LUGSd, e
  (Installations on spaced/solid sheathing with battens or spaced sheathing)| |Maximum Allow-
  able Stress Design
  Wind Speed,****Vasd
  f
  (mph)|Mean roof
  height (feet)|Roof slope < 5:12|Roof slope 5:12 < 12:12|Roof slope 12:12 and over| |85|0-60|Fasteners are not required.
  Tiles with installed weight less
  than 9 lbs./sq. ft. require not
  fewer than one fastener per tile.|One fastener per tile every other
  row. Perimeter tiles require one
  fastener. Tiles with installed weight
  less than 9 lbs./sq. ft. require not
  fewer than one fastener per tile.|One fastener required for
  every tile. Tiles with
  installed weight less than 9
  lbs./sq. ft. require not fewer
  than one fastener per tile.| |100|0-40|0-40|0-40|0-40| |100|> 40-60|The head of all tiles shall be nailed. The nose of all eave tiles shall be fastened with approved clips.
  Rake5 tiles shall be nailed with two nails. The nose of all ridge, hip and rake tiles shall be set in a bead
  of roofer’s mastic.|The head of all tiles shall be nailed. The nose of all eave tiles shall be fastened with approved clips.
  Rake5 tiles shall be nailed with two nails.

• California Building Code Medium relevance — show source text

  300
  |43 000
  | |150
  |429
  |860
  |1550
  |2690
  |4060
  |7290
  |20 200
  |39 000
  | |175
  |395
  |791
  |1430
  |2470
  |3730
  |6710
  |18 600
  |35 900
  | |200
  |368
  |736
  |1330
  |2300
  |3470
  |6240
  |17 300
  |33 400
  | |250
  |326
  |652
  |1180
  |2040
  |3080
  |5530
  |15 300
  |29 600
  | |300
  |295
  |591
  |1070
  |1850
  |2790
  |5010
  |13 900
  |26 800
  | |350
  |272
  |544
  |981
  |1700
  |2570
  |4610
  |12 800
  |24 700
  | |400
  |253
  |506
  |913
  |1580
  |2390
  |4290
  |11 900
  |22 900
  | |450
  |237
  |475
  |856
  |1480
  |2240
  |4020
  |11 100
  |21 500
  | |500
  |224
  |448
  |809
  |1400
  |2120
  |3800
  |10 500
  |20 300
  | |550
  |213
  |426
  |768
  |1330
  |2010
  |3610
  |9990
  |19 300
  | |600
  |203
  |406
  |733
  |1270
  |1920
  |3440
  |9530
  |18 400
  | |650
  |194
  |389
  |702
  |1220
  |1840
  |3300
  |9130
  |17 600
  | |700
  |187
  |374
  |674
  |1170
  |1760
  |3170
  |8770
  |16 900
  | |750
  |180
  |360
  |649
  |1130
  |1700
  |3050
  |8450
  |16 300
  | |800
  |174
  |348
  |627
  |1090
  |1640
  |2950
  |8160
  |15 800
  | |850
  |168
  |336
  |607
  |1050
  |1590
  |2850
  |7890
  |15 300
  | |900
  |163
  |326
  |588
  |1020
  |1540
  |2770
  |7650
  |14 800
  | |950
  |158
  |317
  |572
  |990
  |1500
  |2690
  |7430
  |14 400
  | |1000
  |154
  |308
  |556
  |963
  |1450
  |2610
  |7230
  |14 000
  | |1100
  |146
  |293
  |528
  |915
  |1380
  |2480
  |6870
  |13 300
  | |1200
  |139
  |279
  |504
  |873
  |1320
  |2370
  |6550
  |12 700
  | |1300
  |134
  |267
  |482
  |836
  |1260
  |2270
  |6270
  |12

• CBC § 2.1 Medium relevance — show source text

  N105.4 Approval. Where the review of the submitted construction documents determines that the design is in compliance with the codes designated in Section N104.1, and where deficiencies identified in Section N105.3 have been corrected, the approved agency shall issue a summary report of Approved Replicable Design. The summary report shall include any limitations on the approved replicable design including, but not limited to, climate zones, wind regions and seismic design categories.

  SECTION N106—SITE-SPECIFIC APPLICATION OF APPROVED REPLICABLE DESIGN

  N106.1 General. Where site-specific application of a replicable design that has been approved under the provisions of Section N105 is sought, the construction documents submitted to the building official shall comply with this section.

  N106.2 Submittal documents. A summary description of the replicable design and related construction document shall be submitted. Construction documents shall be signed, sealed and dated by the registered design professional. A statement, signed, sealed and dated by the registered design professional, that the replicable design submitted for local review is the same as the replicable design reviewed by the approved agency shall be submitted.

  N106.2.1 Architectural plans and specifications. Architectural plans and specifications shall include the following:

  1. Construction documents for variations from the replicable design.
  2. Construction for portions that are not part of the replicable design.
  3. Documents for local requirements as identified by the building official.
  4. Construction documents detailing the foundation system.

  SECTION N107—SITE-SPECIFIC REVIEW AND APPROVAL OF REPLICABLE DESIGN

  N107.1 General. Proposed site-specific application of replicable design shall be submitted to the building official in accordance with the provisions of Chapter 1 and Appendix N.

  2025 CALIFORNIA BUILDING CODE APPENDIX N-3

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

  APPENDIX N—REPLICABLE BUILDINGS

  N107.2 Site-specific review and approval of replicable design. The building official shall verify that the replicable design submitted for site-specific application is the same as the approved replicable design reviewed by the approved agency. In addition, the building official shall review the following for code compliance.

  1. Construction documents for variations from the replicable design.
  2. Construction for portions of the building that are not part of the replicable design.
  3. Documents for local requirements as identified by the building official.

  APPENDIX N-4 2025 CALIFORNIA BUILDING CODE

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

  CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE

  APPENDIX O – PERFORMANCE-BASED APPLICATION

  (Not adopted by state agencies)

• CBC § 5.4.3 Medium relevance — show source text

  A. Couplings on the riser conduit installed inside the building foundation must be no higher than flush with the top of the concrete. Couplings installed outside building foundation must be installed a minimum of 6” below final grade.

  2. The conduit end must extend at least 12 inches away from the foundation. Install the sweep in the direction of the service trench. If a deeper trench is required, the sweep must extend to the same depth as the conduit in the trench.

  3. A minimum of 24 inches of cover must be maintained from the top of conduit to the final grade.

  4. See Electric and Gas Service Requirements (Greenbook)Section 5.4.3 . for electric and metering requirements.

  5. See Electric and Gas Service Requirements (Greenbook)Section 3.2.2 for establishing PG&E and applicants underground electric service responsibilities.

  Rev. #26: 03−25−22 063928 Page 7 of 9

  UG-1: Services Greenbook EDM

  Methods and Requirements for Installing Non-Residential Underground Electric Services 0 − 600 Volts to Customer-Owned Facilities

  Service Installation (Continued)

  Building Foundation

  Min

  Min

  48” Min 66” Prefe Outer 75” Ma Building Wall pling Final Grade n 24” Min. 12” Coupl	Col2	48” Min 66” Prefe Outer 75” Ma Building Wall Final Grade	Col4
  Final Grade Outer Building Wall n 48” Min 66” Prefe 75” Ma 12” pling Coupl 24” Min.
  Final Grade Outer Building Wall n 48” Min 66” Prefe 75” Ma 12” pling Coupl 24” Min.			Min fe a
  Final Grade Outer Building Wall n 48” Min 66” Prefe 75” Ma 12” pling Coupl 24” Min.

  Outer Building Wall	Col2
  Final Grade n Outer Building Wall See Note 8 on Page 2 48” M 66” Pref 75” M Conduit strap installed at mid distance from bottom of termination enclosure and final grade 12” Coupling Coupling 24” Min. 6” Min.

• CBC § 1.2 Medium relevance — show source text

  garage. 8. Adequate details to evaluate fire-resistance-rated construction requirements, including data substantiating required ratings. 9. Details for plastics, insulation and safety glazing installation. 10. Details of required fire protection systems. 11. Material specifications demonstrating fire-resistance criteria.

  N104.1.2 Structural plans, specifications and engineering details. Where approval of the structural requirements of the replicable design is sought, the submittal documents shall include details for each wind region, seismic design category and climate zone for which approval is sought; and shall include the following:

  1. Signed and sealed structural design calculations that support the member sizes on the drawings.

  2. Design load criteria, including: frost depth, live loads, snow loads, wind loads, earthquake design date and other special loads.

  3. Details of foundations and superstructure.

  4. Provisions for special inspections.

  N104.1.3 Energy conservation details. Where approval of the energy conservation requirements of the replicable design is sought, the submittal documents shall include details for each climate zone for which approval is sought; and shall include the following:

  1. Climate zones for which approval is sought.
  2. Building envelope details.
  3. Building mechanical system details.
  4. Details of electrical power and lighting systems.
  5. Provisions for system commissioning.

  SECTION N105—REVIEW AND APPROVAL OF REPLICABLE DESIGN

  N105.1 General. Proposed replicable designs shall be reviewed by an approved agency. The review shall be applicable only to the replicable design features submitted in accordance with Section N104. The review shall determine compliance with this code and additional codes specified in Section N104.1.

  N105.2 Documentation. The results of the review shall be documented indicating compliance with the code requirements.

  N105.3 Deficiencies. Where the review of the submitted construction documents identifies elements where the design is deficient and will not comply with the applicable code requirements, the approved agency shall notify the proponent of the replicable design, in writing, of the specific areas of noncompliance and request correction.

  N105.4 Approval. Where the review of the submitted construction documents determines that the design is in compliance with the codes designated in Section N104.1, and where deficiencies identified in Section N105.3 have been corrected, the approved agency shall issue a summary report of Approved Replicable Design. The summary report shall include any limitations on the approved replicable design including, but not limited to, climate zones, wind regions and seismic design categories.

  SECTION N106—SITE-SPECIFIC APPLICATION OF APPROVED REPLICABLE DESIGN

  N106.1 General. Where site-specific application of a replicable design that has been approved under the provisions of Section N105 is sought, the construction documents submitted to the building official shall comply with this section.

  N106.2 Submittal documents. A summary description of the replicable design and related construction document shall be submitted. Construction documents shall be signed, sealed and dated by the registered design professional. A statement, signed, sealed and dated by the registered design professional, that the replicable design submitted for local review is the same as the replicable design reviewed by the approved agency shall be submitted.

  N106.2.1 Architectural plans and specifications. Architectural plans and specifications shall include the following:

  1. Construction documents for variations from the replicable design.
  2. Construction for portions that are not part of the replicable design.
  3. Documents for local requirements as identified by the building official.
  4. Construction documents detailing the foundation system.

  **SECTION N107—SITE-SPECIFIC REVIEW AND APPROVAL OF REPLICABLE DESIGN

• CBC § 12.3 Medium relevance — show source text

  1705 A .12.3 Wind-resisting components. Periodic special inspection is required for fastening of the following systems and components:

  1. Roof covering, roof deck and roof framing connections.
  2. Exterior wall covering and wall connections to roof and floor diaphragms and framing.

  1705 A .13 Special inspections for seismic resistance. Special inspections for seismic resistance shall be required as specified in Sections 1705 A .13.1 through 1705 A .13.9, unless exempted by the exceptions of Section 1704 A .2.

  1705 A .13.1 Structural steel. Special inspections for seismic resistance shall be in accordance with Section 1705 A .13.1.1 or 1705 A .13.1.2, as applicable.

  1705 A .13.1.1 Seismic force-resisting systems. Special inspections of structural steel in the seismic force-resisting systems in buildings and structures assigned to Seismic Design Category D, E or F shall be performed in accordance with the quality assurance requirements of AISC 341 and this code.

  [DSA-SS, DSA-SS/CC] Quality assurance application is not permitted for the following AISC 341, Chapter J Sections: 1. J6 (Inspection Tasks).

  17A-16 2025 CALIFORNIA BUILDING CODE

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

  SPECIAL INSPECTIONS AND TESTS

  2. J7 (Welding Inspection and Nondestructive Testing). 3. J10 (Inspection of Composite Structures). 4. J11 (Inspection of H-Piles).

  Additionally, the applicable portions in Table 1705A.2.1 of the California Building Code shall apply.

  1705 A .13.1.2 Structural steel elements. Special inspections of structural steel elements in the seismic force-resisting systems of buildings and structures assigned to Seismic Design Category D, E or F other than those covered in Section 1705 A .13.1.1, including struts, collectors, chords and foundation elements, shall be performed in accordance with the quality assurance requirements of AISC 341 and this code .

  [DSA-SS, DSA-SS/CC] Quality assurance application is not permitted for the following AISC 341, Chapter J Sections: 1. J6 (Inspection Tasks). 2. J7 (Welding Inspection and Nondestructive Testing). 3. J10 (Inspection of Composite Structures). 4. J11 (Inspection of H-Piles).

  Additionally, the applicable portions in Table 1705A.2.1 of the California Building Code shall apply.

  1705 A .13.2 Structural wood. For the seismic force-resisting systems of structures assigned to Seismic Design Category D, E or F:

  1. Continuous special inspection shall be required during field gluing operations of elements of the seismic force-resisting system.
  2. Periodic special inspection shall be required for nailing, bolting, anchoring and other fastening of elements of the seismic force-resisting system, including wood shear walls, wood diaphragms, drag struts, braces, shear panels and hold-downs.
• CBC § 504.2 Medium relevance — show source text

  504.2**Install VOC compliant resilient flooring systems.
  Tier 1. At least 90 percent of the resilient flooring installed shall comply.
  **Tier 2.**100 percent of the resilient flooring installed shall comply.||2|2|
  |
  |
  | |A4.504.3Thermal insulation installed in the building shall meet the
  following requirements:
  Tier 1. Install thermal insulation in compliance with VOC limits.
  Tier 2. Install insulation which contains no-added formaldehyde
  (NAF) and is in compliance with Tier 1.||2|2|||| |Interior Moisture Control||||||| |4.505.2Vapor retarder and capillary break is installed at slab-on-
  grade foundations.||||||| |4.505.3 Moisture content of building materials used in wall and floor
  framing is checked before enclosure.||||||| |Indoor Air Quality and Exhaust||||||| |4.506.1 Each bathroom shall be provided with the following:
  1. ENERGY STAR fans ducted to terminate outside the building.
  2. Fans must be controlled by a humidity control (separate or built-
  in); OR functioning as a component of a whole-house ventilation
  system.
  3. Humidity controls with manual or automatic means of
  adjustment, capable of adjustment between a relative humidity
  range of≤ 50 percent to a maximum of 80 percent.||||
  |
  |
  | |A4.506.1 Reserved.||||||| |A4.506.2 [HR] Provide filters on return air openings rated MERV 8 or
  higher during construction when it is necessary to use HVAC
  equipment.||||||| |A4.506.3 Direct-vent appliances shall be used when equipment is
  located in conditioned space; or the equipment must be installed in
  an isolated mechanical room.||||||| |Environmental Comfort||||||| |4.507.2 Duct systems are sized, designed and equipment is selected
  using the following methods:
  1. Establish heat loss and heat gain values according to ANSI/ACCA 2
  Manual J-2016 or equivalent.
  2. Size duct systems according to ANSI/ACCA 1 Manual D-2016
  or equivalent.
  3. Select heating and cooling equipment according to ANSI/ACCA 3
  Manual S-2014 or equivalent.

• CBC § 1-1 Medium relevance — show source text

  to Accommodate for the Vertical Radial Bend

  Figure 7 Alternate Option − PVC Elbow (Item 23) & Plastic−to−Steel Adapter / Coupling (Item 20)

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  OH: Services UG-1: Services Overhead and Underground Panel Board Construction Greenbook EMWP

  Typical Overhead Panel Board Construction

  Note: This type of configuration is acceptable for mounting multiple meters.

  Col1	Col2	Col3	Col4	Col5	Col6

  Col1	Col2
  11	11

  Figure 9 Overhead Service Using Panel Board Construction

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  OH: Services UG-1: Services Greenbook Overhead and Underground Panel Board Construction EMWP

  1-1/2” Min.

  1-1/2” Min.

  1-1/2” Min. 1-1/2” Min.

  Figure 10 Typical Strut Channels Used for Panel Board Construction

  Table 1 List of Material To Be Furnished and Installed by Customer

  Item	Description
  1	Underground Pull Box, Required1
  2	Self-Contained, Bused Safety Socket Box
  3	Combination Meter and Current Transformer Cabinet (See Note 6 on Page 3)
  4	Main Switch of Service Equipment Enclosure
  5	Service Conduit, As Required
  6	UG Panel Board Construction (See Figures 5 − 6)
  7	OH Panel Board Construction (See Figures 7 − 8)
  8	Post (See Note 1 on Page 1)
  9	Conduit, Riser, Galvanized Rigid Steel, Continuous without Couplings
  10	Ground Rod (See Note 2 on Page 3)
  11	Ground Wire, Copper, Bare
  12	Ground Clamp (As Required) for Item 10
  13	Sealable Gutter
  14	Metal Myers Hub With Close Nipple
  15	Heavy Duty 2-Hole Pipe Strap Every 36”
  16	PVC Schedule 40, minimum
  17	Weatherhead
  18	PG&E-Approved, Customer-Owned Pole
  19	Termination Enclosure
  20	Plastic−to−Steel Adapter/Coupling
  21	Conduit, Bend, Galvanized Rigid Steel, Continuous without Couplings
  22	Service Conduit, Coupling, As Required
  23	Conduit, Bend, PVC, Continuous without Couplings

  1 The pull box is required to be installed but may be exempt only at the discretion of the PG&E inspector.

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  Revision Notes

  Revision 15 has the following changes: