(A) Chapter One - Division II ADMINISTRATION. Except for Sections 101.1, 101.2, and 101.3, entitled “Title,” “Scope,” and “Purpose,” Chapter One, entitled “Division II Administration” is hereby deleted from the CRC. The Administrative Code as adopted in the Oxnard City Code, Chapter 14, Article II, shall apply to this article.
(B) Section R301.2.2.11: Add Section R301.2.2.11 to read as follows:
R301.2.2.11. Anchorage of mechanical, electrical, or plumbing components and equipment. Mechanical, electrical, or plumbing components and equipment shall be anchored to the structure. Anchorage of the components and equipment shall be designed to resist loads in accordance with the California Building Code and ASCE7, except where the component is positively attached to the structure and flexible connections are provided between the component and associated ductwork, piping, and conduit; and either:
1. The component weighs 400 lb. or less and has a center of mass located 4 ft. or less above the supporting structure; or
2. The component weighs 20 lb. or less or, in the case of a distributed system, 5 lb/ft or less.
(C) Section R313: Add Section R313 to read as follows:
R313. General. Approved automatic fire extinguishing systems shall be installed and maintained in accordance with Chapter 14 of the Oxnard City Code, Article XVI.
(D) Section R401.1: Amend the Exception to Section R401.1 to read as follows:
Exception: Wood foundations in Seismic Design Categories D0, D1 and D2 shall not be permitted. The provisions of this chapter shall be permitted to be used for wood foundations only in the following situations:
1. In non-occupied, single-story, detached storage sheds and similar uses other than carport or garage, provided the gross floor area does not exceed 200 square feet, the plate height does not exceed 12 feet in height above the grade plane at any point, and the maximum roof projection does not exceed 24 inches.
(E) Section R403.1.2: Amend Section R403.1.2 to read as follows:
R403.1.2. Continuous footing in Seismic Design Categories D0, D1 and D2. The braced wall panels at exterior walls of buildings located in Seismic Design Categories D0, D1, and D2 shall be supported by continuous footings. All required interior braced wall panels in buildings shall be supported by continuous footings.
(F) Section R403.1.3.6: Section R403.1.3.6 is deleted in its entirety.
(G) Section R404.2: Amend Section R404.2 to read as follows:
R404.2. Wood foundation walls. Wood foundation walls shall be constructed in accordance with the provisions of Sections R404.2.1 through R404.2.6 and with details , shown in Figures R403.1(2) and R403.1(3). Wood foundation walls shall not be used for, structures located in Seismic Design Category D0, D1 and D2.
(H) Table R602.3(l): Amend Table R602.3(l) by adding footnote “j” to be applicable to the entire table and to read as follows:
j. Use of staples in braced wall panels shall be prohibited in Seismic Design Category D0, D1 and D2.
(I) Table R602.3(2): Amend Table R602.3(2) by revising footnote “b” to read as follows:
b. Staples shall have a minimum crown width of 7/16-inch diameter except as noted. Use of staples in roof, floor, subfloor, and braced wall panels shall be prohibited in Seismic Design Category D0, D1 and D2.
(J) Table R602.10.3(3): Amend Table R602.10.3(3) to read as follows:
TABLE R602.10.3(3)
BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY
SOIL CLASS Da
WALL HEIGHT = 10 FT 10 PSF FLOOR DEAD LOAD 15 PSF ROOF/CEILING DEAD LOAD BRACED W | MINIMUM TOTAL LENGTH (feet) OF BRACED WALL PANELS REQUIRED ALONG EACH BRACED WALL LINE b | |||||
SOIL CLASS Da
WALL HEIGHT = 10 FT 10 PSF FLOOR DEAD LOAD 15 PSF ROOF/CEILING DEAD LOAD BRACED W | MINIMUM TOTAL LENGTH (feet) OF BRACED WALL PANELS REQUIRED ALONG EACH BRACED WALL LINE b | |||||
Seismic Design Category (SDC) | Story Location | Braced Wall Line Length | Method LIB, DWB, SFB, PBS, and HPS | Methodsc GB and PCP | Metho d WSPd | Continuo us Sheathing d |
SCD D2 |  | 10 | NP | 8.0 | 2.5 | 2.1 |
20 | NP | 16.0 | 5.0 | 4.3 | ||
30 | NP | 24.0 | 7.5 | 6.4 | ||
40 | NP | 32.0 | 10.0 | 8.5 | ||
50 | NP | 40.0 | 12.5 | 10.6 | ||
 | 10 | NP | NP | 5.5 | 4.7 | |
20 | NP | NP | 11.0 | 9.4 | ||
30 | NP | NP | 16.5 | 14.0 | ||
40 | NP | NP | 22.0 | 18.7 | ||
50 | NP | NP | 27.5 | 23.5 | ||
a. Wall bracing lengths are based on a soil site class "D." Interpolation of bracing length between the Sds values associated with the seismic design categories shall be permitted when a site-specific Sds value is determined in accordance with Section 16 b. Foundation cripple wall panels shall be braced in accordance with Section R602.10.9 c. Methods GB and PCP braced wall panel h/w ratio shall not exceed 1:1. d. Wood Structural Panel shall have a minimum thickness in SDC D2 of 15/32", and shall not be attached using staples. | ||||||
(K) Table R602.10.4: Amend Table R602.10.4 by adding footnote “f” to be applicable to the entire table and to read as follows:
f. Use of staples in braced wall panels shall be prohibited in Seismic Design Category D0, D1 and D2.
(L) Section R703.1: Amend Section R703.1 to read as follows:
R703.1. General. Exterior walls shall provide the building with a weather-resistant exterior wall envelope. The exterior wall envelope shall included flashing as described in Section R703.4. Additionally, balconies, landings, exterior stairways, occupied roofs and similar surfaces exposed to the weather and sealed underneath shall be waterproofed and sloped a minimum 1/4 unit vertical in 12 units horizontal (2% slope) for drainage. The weather-exposed areas with ceilings or horizontal projections not required to be sealed for fire resistive construction shall be provided with ventilation devices so as to provide adequate air movement to dry out any moisture infiltrating within the horizontal areas. Details and notes on ventilation devices shall be provided in the submittal drawings.
(M) Section R902.1: Amend the first paragraph of Section R902.1 to read as follows:
R902.1. Roofing covering materials. Roofs shall be covered with materials as set forth in Sections R904 and R905. A minimum Class A or B roofing shall be installed in areas designated by this section or where the edge of the roof is less than 3 feet from a lot line. Class A or B roofing required by this section shall be tested in accordance with UL 790 or ASTM E108.
(N) Section R902.1.2: Amend Section R902.1.3 to read as follows:
R902.1.3. Roof coverings in all other areas. All reroofing shall be constructed with Class A or B roofing and shall conform to the applicable provisions of this Chapter, or as approved by the building official.
(O) Appendix Chapter AH, Section AH 103.2: Amend Appendix Chapter AH, Section AH 103.2 to read as follows:
AH 103.2. Light, ventilation and emergency egress. Exterior openings required for light and ventilation shall be permitted to open into a patio structure conforming to Section AH101. Where such exterior openings serve as an exit from the dwelling unit, the patio structure, unless unenclosed, shall be provided with exits conforming to the provisions of Section R311 of this code. Emergency egress or rescue openings from sleeping rooms shall not open into a patio structure.
(P) Appendix Chapter AQ, Section AQ 106: Appendix Chapter AQ, Section AQ 106 is deleted in its entirety.
(Ord. No. 3021)