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Chapter 1 — ADMINISTRATIVE PROVISIONS›113.5 Construction Limitations.

2307.2 Wood-frame Shear Walls.

Palmdale Municipal Code · 2026-07 edition · updated 2026-09-27 · Palmdale

Wood-frame shear walls shall be designed and constructed in accordance with Section 2306.3 as applicable.

Table 2308.10.1 of the 2025 Edition of the California Building Code is amended to read as follows:

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City of Palmdale, CA

PALMDALE CODE

§ 8.04.209

§ 8.04.209

TABLE 2308.10.1 WALL BRACING REQUIREMENTS

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Sections 2308.10.5.1 and 2308.10.5.2 and Figures 2308.10.5.1 and 2308.10.5.2 of the 2025 Edition of the California Building Code are amended to read as follows:

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City of Palmdale, CA

HEALTH AND SAFETY

§ 8.04.209

§ 8.04.209

2308.10.5.1 Alternate braced wall (ABW). An ABW shall be constructed in accordance with this section and Figure 2308.10.5.1. In one-story buildings, each panel shall have a length of not less than 2 feet 8 inches (813 mm) and a height of not more than 10 feet (3048 mm). Each panel shall be sheathed on one face with 3/8-inch (3.2 mm) minimumthickness wood structural panel sheathing nailed with 8d common or galvanized box nails in accordance with Table 2304.10.2 and blocked at wood structural panel edges. For structures assigned to Seismic Design Category D or E, each panel shall be sheathed on one face with 15/32-inch-minimum-thickness (11.9 mm) wood structural panel sheathing nailed with 8d common nails spaced 3 inches on panel edges, 3 inches at intermediate supports. Two anchor bolts installed in accordance with Section 2308.3.1 shall be provided in each panel. Anchor bolts shall be placed at each panel outside quarter points. Each panel end stud shall have a hold-down device fastened to the foundation, capable of providing an approved uplift capacity of not less than 1,800 pounds (8006 N). The hold-down device shall be installed in accordance with the manufacturer's recommendations. The ABW shall be supported directly on a foundation or on floor framing supported directly on a foundation that is continuous across the entire length of the braced wall line. This foundation shall be reinforced with not less than one No. 4 bar top and bottom. Where the continuous foundation is required to have a depth greater than 12 inches (305 mm), a minimum 12-inch by 12-inch (305 mm by 305 mm) continuous footing is permitted at door openings in the braced wall line. This continuous footing shall be reinforced with not less than one No. 4 bar top and bottom. This reinforcement shall be lapped 24 inches (610 mm) with the reinforcement required in the continuous foundation located directly under the braced wall line.

Where the ABW is installed at the first story of two-story buildings, the wood structural panel sheathing shall be provided on both faces, three anchor bolts shall be placed at onequarter points and tie-down device uplift capacity shall be not less than 3,000 pounds (13 344 N).

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City of Palmdale, CA

PALMDALE CODE

§ 8.04.209

§ 8.04.209

FIGURE 2308.10.5.1 ALTERNATE BRACED WALL PANEL (ABW)

2308.10.5.2 Portal frame with hold-downs (PFH). A PFH shall be constructed in accordance with this section and Figure 2308.10.5.2. The adjacent door or window opening shall have a full-length header.

In one-story buildings, each panel shall have a length of not less than 16 inches (406 mm) and a height of not more than 10 feet (3048 mm). Each panel shall be sheathed on one face with a single layer of 3/8-inch (9.5 mm) minimum-thickness wood structural panel sheathing nailed with 8d common or galvanized box nails in accordance with Figure 2308.10.5.2. For structures assigned to Seismic Design Category D or E, each panel shall be sheathed on one face with 15/32-inch-minimum-thickness (11.9 mm) wood structural panel sheathing nailed with 8d common nails spaced 3 inches on panel edges, 3 inches at intermediate supports and in accordance with Figure 2308.10.5.2. The wood structural panel sheathing shall extend up over the solid sawn or glued-laminated header and shall be nailed in accordance with Figure 2308.10.5.2. A built-up header consisting of at least two 2-inch by 12-inch (51 mm by 305 mm) boards, fastened in accordance with Item 24 of Table 2304.10.2 shall be permitted to be used. A spacer, if used, shall be placed on the side of the built-up beam opposite the wood structural panel sheathing. The header shall extend between the inside faces of the first full-length outer studs of each panel. The clear span of the header between the inner studs of each panel shall be not less than 6 feet (1829 mm) and not more than 18 feet (5486 mm) in length. A strap with an uplift capacity of not less than 1,000 pounds (4,400 N) shall fasten the header to the inner studs opposite the sheathing. One anchor bolt not less than 5/8 inch (15.9 mm) diameter and installed in accordance with Section 2308.3.1 shall be provided in the center of each sill plate. The studs at each end of the panel shall have a hold-down device fastened to the foundation with an uplift capacity of not less than 3,500 pounds (15 570 N).

unds (4,400 N) shall fasten the header to the inner studs opposite the sheathing. One anchor bolt not less than 5/8 inch (15.9 mm) diameter and installed in accordance with Section 2308.3.1 shall be provided in the center of each sill plate. The studs at each end of the panel shall have a hold-down device fastened to the foundation with an uplift capacity of not less than 3,500 pounds (15 570 N).

Where a panel is located on one side of the opening, the header shall extend between the inside face of the first full-length stud of the panel and the bearing studs at the other end of the opening. A strap with an uplift capacity of not less than 1,000 pounds (4400 N) shall fasten the header to the bearing studs. The bearing studs shall also have a hold-down device fastened to the foundation with an uplift capacity of not less than 1,000 pounds (4400 N). The hold-down devices shall be an embedded strap type, installed in accordance with the manufacturer's recommendations. The PFH panels shall be supported directly on a foundation that is continuous across the entire length of the braced wall line. This foundation shall be reinforced with not less than one No. 4 bar top and bottom. Where the continuous foundation is required to have a depth greater than 12 inches (305 mm), a minimum 12-inch by 12-inch (305 mm by 305 mm) continuous is permitted at door openings in the braced wall line. This continuous footing shall be reinforced with not less than one No. 4 bar top and bottom. This reinforcement shall be lapped not less than 24 inches (610 mm) with the reinforcement required in the continuous foundation located directly under the braced wall line.

Where a PFH is installed at the first story of two-story buildings, each panel shall have a length of not less than 24 inches (610 mm).

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City of Palmdale, CA

HEALTH AND SAFETY

§ 8.04.209

§ 8.04.209

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FIGURE 2308.10.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH)

Section 2308.10.8.1 of the 2025 Edition of the California Building Code is amended to read as follows:

2308.10.8.1 Foundation requirements. Braced wall lines shall be supported by continuous foundations.

Exception: For structures with a maximum plan dimension not more than 50 feet (15240 mm), continuous foundations are required at exterior walls only for structures assigned to Seismic Design Category A, B, or C.

For structures in Seismic Design Categories D and E, exterior braced wall panels shall be in the same plane vertically with the foundation or the portion of the structure containing the offset shall be designed in accordance with accepted engineering practice and Section 2308.1.1.

Section 2308.10.9 of the 2025 Edition of the California Building Code is amended to read as follows:

2308.10.9 Attachment of sheathing. Fastening of braced wall panel sheathing shall not be less than that prescribed in Table 2308.6.1 or 2304.10.2. Wall sheathing shall not be attached to framing members by adhesives. Staple fasteners in Table 2304.10.2 shall not be used to resist or transfer seismic forces in structures assigned to Seismic Design Category D, E, or F.

Exception: Staples may be used to resist or transfer seismic forces when the allowable shear values are substantiated by cyclic testing and approved by the building official.

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City of Palmdale, CA § 8.04.209

PALMDALE CODE

§ 8.04.235

All braced wall panels shall extend to the roof sheathing and shall be attached to parallel roof rafters or blocking above with framing clips (18 gauge minimum) spaced at maximum 24 inches (6096 mm) on center with four 8d nails per leg (total eight 8d nails per clip). Braced wall panels shall be laterally braced at each top corner and at maximum 24 inches (6096 mm) intervals along the top plate of discontinuous vertical framing.

(Ord. 1595 § 1 (Exh. A), 2022; Ord. 1661, 10/21/2025)

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▸Contents — Palmdale Municipal Code
Palmdale Municipal Code
  1. Article 0 — PREAMBLE
  2. Article 1 — MUNICIPAL AFFAIRS
  3. Article 2 — FORM OF GOVERNMENT
  4. Article 3 — FISCAL MATTERS
  5. Article 4 — REVENUE RETENTION
  6. Article 5 — LAND USE REGULATION
  7. Article 8 — AMENDMENT
  8. Article 9 — INTERPRETATION
  9. Title 1
  10. Title 2
  11. Chapter 2.40 — PALMDALE FEE RESOLUTION
  12. Chapter 2.27 — AVIATION AND AEROSPACE COMMISSION
  13. Chapter 2.48 — PALMDALE NEIGHBORHOOD PARTNERS
  14. Chapter 2.04 — CITY MANAGER[1 ]
  15. Chapter 2.06
  16. Chapter 2.08 — CITY COUNCIL
  17. Chapter 2.10 — CITY CLERK
  18. Chapter 2.12 — ASSESSOR AND TAX COLLECTOR
  19. Chapter 2.16 — BONDS
  20. Chapter 2.20 — REPEALED[2 ] (Repealed by Ord. 1102)
  21. Chapter 2.24 — COMMUNITY REDEVELOPMENT AGENCY[3 ]
  22. Chapter 2.25
  23. Chapter 2.26 — BUILDING REHABILITATION APPEALS BOARD
  24. Chapter 2.27 — AVIATION AND AEROSPACE COMMISSION
  25. Chapter 2.28 — CIVIL DEFENSE AND DISASTERS
  26. Chapter 2.32 — PUBLIC LIBRARY
  27. Chapter 2.40 — PALMDALE FEE RESOLUTION
  28. Chapter 2.42 — CLAIMS AGAINST THE CITY FOR MONEY OR DAMAGES
  29. Chapter 2.44 — SENIOR CITIZENS ADVISORY COMMISSION
  30. Chapter 2.46 — PLANNING COMMISSION
  31. Chapter 2.48 — PALMDALE NEIGHBORHOOD PARTNERS
  32. Chapter 2.50 — HIRING PRACTICES (Repealed by Ord. 1465)
  33. Chapter 2.52 — PALMDALE AIRPORT
  34. Chapter 2.55 — PALMDALE HUMAN RIGHTS ADVISORY COMMITTEE
  35. Chapter 2.60 — ELECTRONIC SIGNATURES
  36. Title 3
  37. Chapter 3.40 — TRAFFIC IMPACT FEE REQUIREMENTS
  38. Chapter 3.02
  39. Chapter 3.04 — BUDGET ADOPTION PROCEDURES
  40. Chapter 3.05 — AUDIT COMMITTEE
  41. Chapter 3.10 — CITY OF PALMDALE ECONOMIC OPPORTUNITIES PROGRAM
  42. Chapter 3.12 — CLAIMS AGAINST THE CITY[2 ]
  43. Chapter 3.14
  44. Chapter 3.16 — REAL PROPERTY TRANSFER TAX
  45. Chapter 3.20 — SALES AND USE TAX
  46. Chapter 3.21 — TRANSACTIONS AND USE TAX
  47. Article I
  48. Article II
  49. Article III
  50. Chapter 3.24 — TRANSIENT OCCUPANCY TAX
  51. Chapter 3.28 — PUBLICITY AND ADVERTISING FUND
  52. Chapter 3.32
  53. Chapter 3.33 — AIR QUALITY IMPROVEMENT TRUST FUND
  54. Chapter 3.34 — PARKLAND DEDICATION
  55. Chapter 3.36 — REDEVELOPMENT AGENCY FEE
  56. Chapter 3.38
  57. Chapter 3.40
  58. Chapter 3.42
  59. Chapter 3.43
  60. Chapter 3.44 — BUSINESS LICENSE TAX
  61. Chapter 3.45 — PUBLIC FACILITY DEVELOPMENT IMPACT FEE REQUIREM…
  62. Chapter 3.46
  63. Title 4
  64. Chapter 4.01 — MUNICIPAL ELECTION DATES
  65. Chapter 4.01 — MUNICIPAL ELECTION DATES
  66. Chapter 4.04 — FAIR CAMPAIGN PRACTICES
  67. Chapter 4.08 — ELECTION CAMPAIGNS VOLUNTARY EXPENDITURE CEILING
  68. Chapter 4.10 — ELECTORAL DISTRICT BOUNDARIES
  69. Chapter 4.11 — COUNCILMEMBER TERMS
  70. Chapter 4.12 — FILLING CITY COUNCIL VACANCIES
  71. Title 5
  72. Article I — Business Permits Generally
  73. Article II
  74. Chapter 5.05 — CANNABIS
  75. Chapter 5.10 — SYNTHETIC DRUGS
  76. Chapter 5.12
  77. Chapter 5.28
  78. Chapter 5.44
  79. Chapter 5.48
  80. Article I
  81. Article II — Franchises, Fees and Rates
  82. Article III
  83. Article IV — Exclusions
  84. Article V
  85. Article VI
  86. Article VII
  87. Article VIII
  88. Article IX
  89. Chapter 5.56 — PROHIBITION OF MANDATORY COVID‑19 VACCINATIONS …
  90. Title 6
  91. Chapter 6.04 — ANIMAL CONTROL
  92. Chapter 6.08 — RACING HOMING PIGEONS
  93. Title 8
  94. Chapter 8.08 — GENERAL HAZARDS
  95. Chapter 8.10 — PUBLIC NUISANCES AND ABATEMENT PROCEDURES
  96. Chapter 8.04
  97. ▸Chapter 1 — ADMINISTRATIVE PROVISIONS
    Overview
    1. ▸113.5 Construction Limitations.
      Overview
      1. Sec. 1608.2 Ground snow loads. The ground snow loads to be use…
      2. 1613.5 Amendments to ASCE 7. Section 1613.5 shall be added for…
      3. § 12.11
      4. 1705.3 Concrete Construction. The special inspections and test…
      5. 2.1. The footings support walls of light-frame construction.
      6. 2.2. The footings are designed in accordance with Table 1809.7…
      7. 2.3. The structural design of the footing is based on a specif…
      8. 3.1 Torsional or extreme torsional irregularity.
      9. 3.2 Nonparallel systems irregularity.
      10. 3.3 Stiffness-soft story or stiffness-extreme soft story irreg…
      11. 3.4 Discontinuity in lateral strength-weak story irregularity.
      12. 1809.3 Stepped footings. The top surface of footings shall be …
      13. 1809.7 Prescriptive footings for light-frame construction. Whe…
      14. 1909.4 Design. Structural plain concrete walls, footings and p…
      15. 2305.4 Hold-down Connectors. In Seismic Design Category D, E, …
      16. 2306.3 Wood-frame shear walls. Wood-frame shear walls shall be…
      17. 2307.2 Wood-frame Shear Walls. Wood-frame shear walls shall be…
      18. 3109.3 Public Swimming Pools Enclosures shall comply with all …
  98. Chapter 65 — SIGNS
  99. Chapter 66 — SPECIAL SAFETY PROVISIONS
  100. Chapter 67 — SECURITY PROVISIONS
  101. Chapter 98 — UNOCCUPIED BUILDINGS AND STRUCTURES
  102. Chapter 8.05 — SOLAR ENERGY SYSTEMS
  103. Chapter 8.06 — RECYCLING AND DIVERSION OF CONSTRUCTION AND DEM…
  104. Article I — General Provisions
  105. Article II — Definitions
  106. Article III — Oil Well Sumps, Sand and Gravel Pits and Similar…
  107. Article IV — Wells, Test Holes, Cesspools, Cisterns and Septic…
  108. Article V — Swimming Pools
  109. Article VI — Water Hazards
  110. Article VII — Boxes and Chests
  111. Article VIII — Hazardous Oil Machinery
  112. Chapter 8.10 — PUBLIC NUISANCES AND ABATEMENT PROCEDURES
  113. Chapter 8.16 — RESTAURANT EMPLOYEE OUTER GARMENTS
  114. Chapter 8.20 — ABANDONED, WRECKED, DISMANTLED OR INOPERATIVE V…
  115. Chapter 8.24 — PARK AND RECREATION AREAS
  116. Chapter 8.25 — AMBULANCE SERVICE
  117. Chapter 8.28
  118. Chapter 8.32 — SKATEBOARDS, ROLLER SKATES AND BICYCLES
  119. Chapter 8.34 — REGULATION OF SMOKING AT PUBLIC PLACES AND PLAC…
  120. Chapter 8.36 — REGULATION OF PROPERTY MAINTENANCE
  121. Chapter 8.38 — VACANT AND ABANDONED PROPERTY REGISTRATION
  122. Chapter 8.40 — COMPREHENSIVE RESIDENTIAL RENTAL UNIT INSPECTIO…
  123. Chapter 8.41 — EMERGENCY KEY ACCESS SYSTEM
  124. Chapter 8.44 — MAINTENANCE OF STREET TREES
  125. Chapter 8.46 — REGULATION OF FOOD FACILITIES
  126. Chapter 8.48 — REGULATION OF ILLEGAL DUMPING
  127. Title 9
  128. Chapter 9.12 — OFFENSES AGAINST PUBLIC DECENCY
  129. Chapter 9.18 — DISTURBING, EXCESSIVE, LOUD, OR OFFENSIVE NOISE
  130. Chapter 9.45 — TRESPASS ON PUBLIC PROPERTY
  131. Chapter 9.04
  132. Chapter 9.08 — OFFENSES AGAINST THE PERSON
  133. Chapter 9.10 — SEX OFFENDER RESIDENCY AND PRESENCE RESTRICTIONS
  134. Chapter 9.11 — PUBLIC URINATION AND DEFECATION
  135. Article I — Places of Amusement or Entertainment
  136. Article II — Liquor
  137. Article IV — Capping and Impersonation
  138. Article V — Lewdness and Disorderly Houses
  139. Article VI — Indecent Exposure
  140. Article VII — Topless Waitresses and Performers
  141. Article VIII — Public Nuisance
  142. Chapter 9.13
  143. Chapter 9.14
  144. Chapter 9.16 — OFFENSES AGAINST PUBLIC PEACE
  145. Chapter 9.18
  146. Chapter 9.20 — OFFENSES AGAINST PROPERTY
  147. Chapter 9.24 — LOITERING FOR DRUG ACTIVITIES
  148. Chapter 9.25 — TRUANCY
  149. Article I — Curfew
  150. Article II
  151. Article III
  152. Chapter 9.30 — GRAFFITI PREVENTION AND ABATEMENT
  153. Chapter 9.32 — WEAPONS
  154. Chapter 9.33 — EVICTIONS FOR UNLAWFUL DRUG ACTIVITY
  155. Chapter 9.36 — VIOLATION – PENALTY
  156. Chapter 9.40 — BURGLAR ALARM SYSTEMS
  157. Chapter 9.44 — TRESPASS ON PRIVATE PROPERTY
  158. Chapter 9.45 — TRESPASS ON PUBLIC PROPERTY
  159. Chapter 9.46
  160. Chapter 9.47
  161. Chapter 9.50 — FILMING POLICY
  162. Chapter 9.51
  163. Title 10
  164. Chapter 10.04 — VEHICLES AND TRAFFIC CODE[1 ]
  165. Chapter 15.101
  166. Chapter 15.102
  167. Chapter 15.103
  168. Chapter 15.104
  169. Chapter 15.105
  170. Chapter 15.106
  171. Chapter 15.107
  172. Chapter 15.110
  173. Chapter 15.130
  174. Chapter 10.06 — PARKING CITATION PROCESSING
  175. Chapter 10.08 — ELECTRIC VEHICLE PARKING AND CHARGING
  176. Chapter 10.09
  177. Title 12
  178. Article I — Undergrounding Districts
  179. Article II — New Construction
  180. Chapter 12.08 — HIGHWAY PERMITS
  181. Chapter 16.24
  182. Chapter 12.12 — PARADES[1 ]
  183. Chapter 12.16
  184. Chapter 12.20 — POLICY FOR DISPLAYING WRITTEN MATERIALS AT CIT…
  185. Chapter 12.24
  186. Chapter 12.28
  187. Chapter 12.30 — SHOPPING CARTS
  188. Chapter 12.32 — MAINTENANCE OF DRAINAGE FACILITIES
  189. Chapter 12.34 — COMMUNICATIONS AND UTILITIES
  190. Chapter 12.36
  191. Title 13
  192. Chapter 13.02 — DEFINITIONS AND GENERAL PROVISIONS
  193. Article II — General Provisions
  194. Chapter 13.05 — SEWER COLLECTION SERVICE CHARGES
  195. Article I
  196. Article II — Fees
  197. Article III — Design Standards
  198. Chapter 13.11 — INDUSTRIAL WASTE
  199. Article II — Fees and Deposits – Industrial Waste
  200. Article III — Discharge of Industrial Waste to Public Sewers
  201. Article IV — Other Methods of Disposal
  202. Article V
  203. Chapter 13.14 — SANITARY SEWER OVERFLOW PREVENTION PROVISIONS
  204. Title 14
  205. Chapter 14.04
  206. Chapter 14.05 — WATER EFFICIENT LANDSCAPE
  207. Title 15
  208. Chapter 15.30 — CALGREEN RECYCLING REQUIREMENTS
  209. Chapter 15.01
  210. Chapter 15.24
  211. Chapter 15.28 — FLOODPLAIN MANAGEMENT
  212. Chapter 15.30 — CALGREEN RECYCLING REQUIREMENTS
  213. Title 16
  214. Chapter 16.00 — GENERAL PROVISIONS
  215. Chapter 16.20 — RESPONSIBILITIES AND DESIGNATIONS
  216. Chapter 16.30 — REQUIRED MAPS
  217. Chapter 16.140 — CORRECTIONS AND AMENDMENTS OF MAPS
  218. Chapter 16.00 — GENERAL PROVISIONS
  219. Chapter 16.20 — RESPONSIBILITIES AND DESIGNATIONS
  220. Chapter 16.30 — REQUIRED MAPS
  221. Chapter 16.40 — GENERAL TENTATIVE MAP PROCEDURES
  222. Chapter 16.50
  223. Chapter 16.60
  224. Chapter 16.70 — FINAL AND PARCEL MAP PROCESSING
  225. Chapter 16.80
  226. Chapter 16.90 — COMMON INTEREST DEVELOPMENT CONVERSIONS
  227. Chapter 16.100 — VESTING TENTATIVE MAPS
  228. Chapter 16.110 — DEDICATIONS AND IMPROVEMENTS
  229. Chapter 16.130 — LOT MERGERS/UNMERGERS
  230. Chapter 16.140
  231. Chapter 16.150 — LOT LINE ADJUSTMENTS
  232. Chapter 16.160 — CERTIFICATE OF COMPLIANCE
  233. Chapter 16.165 — REIMBURSEMENT AGREEMENTS
  234. Chapter 16.170 — ENFORCEMENT
  235. Title 17
  236. Chapter 17.12 — INTERPRETATIONS
  237. Chapter 17.20 — GENERAL REVIEW PROCEDURES
  238. Division 2 — REVIEW PROCEDURES
  239. Division 3 — RESIDENTIAL ZONES
  240. Chapter 17.37 — SUPPLEMENTAL STANDARDS FOR SINGLE-FAMILY RESID…
  241. Chapter 17.38 — SUPPLEMENTAL STANDARDS FOR MULTIFAMILY RESIDEN…
  242. Chapter 17.48 — DEVELOPMENT REGULATIONS
  243. Division 5 — MIXED-USE ZONES
  244. Division 6 — INDUSTRIAL ZONES
  245. Division 7 — SPECIAL PURPOSE ZONES
  246. Division 8 — GENERAL DEVELOPMENT STANDARDS
  247. Chapter 17.82 — SETBACKS AND LOCATION OF BUILDINGS
  248. Chapter 17.83 — TRANSITION BETWEEN LAND USES AND ZONES
  249. Division 9 — SPECIAL REGULATIONS
  250. Division 10 — ENVIRONMENTAL MANAGEMENT
  251. Chapter 17.102 — SURFACE MINING AND RECLAMATION
  252. Chapter 17.10 — INTRODUCTORY PROVISIONS
  253. Chapter 17.11 — SCOPE
  254. Chapter 17.12 — INTERPRETATIONS
  255. Chapter 17.13 — DELEGATION OF AUTHORITY
  256. Chapter 17.14 — DESIGNATION OF ZONES AND DISTRICTS
  257. Chapter 17.15 — MAPS
  258. Chapter 17.16 — DEFINITIONS
  259. Chapter 17.17 — RULES OF MEASUREMENT
  260. Chapter 17.20 — GENERAL REVIEW PROCEDURES
  261. Chapter 17.21 — SITE PLAN REVIEW
  262. Chapter 17.22 — CONDITIONAL USE PERMITS
  263. Chapter 17.23 — VARIANCES AND MINOR EXCEPTIONS
  264. Chapter 17.24 — ZONING/LAND USE ADMINISTRATION
  265. Chapter 17.25 — AGREEMENTS
  266. Chapter 17.26 — ADMINISTRATIVE APPROVALS
  267. Chapter 17.27 — COMPREHENSIVE DEVELOPMENT PLANS
  268. Chapter 17.28 — NONCONFORMING USES, STRUCTURES AND PARCELS
  269. Chapter 17.30 — GENERAL PURPOSE AND INTENT
  270. Chapter 17.31 — RURAL SINGLE-FAMILY RESIDENTIAL ZONES
  271. Chapter 17.32 — SINGLE-FAMILY RESIDENTIAL ZONES
  272. Chapter 17.33 — RESIDENTIAL NEIGHBORHOOD ZONES
  273. Chapter 17.34 — MOBILE HOME (MH)
  274. Chapter 17.35 — LAND USE REGULATIONS
  275. Chapter 17.36 — DEVELOPMENT REGULATIONS
  276. Chapter 17.37 — SUPPLEMENTAL STANDARDS FOR SINGLE-FAMILY RESID…
  277. Chapter 17.38 — SUPPLEMENTAL STANDARDS FOR MULTIFAMILY RESIDEN…
  278. Chapter 17.39 — STANDARDS FOR TWO-UNIT DEVELOPMENTS AND URBAN …
  279. Chapter 17.40 — GENERAL PURPOSE AND INTENT
  280. Chapter 17.41 — NEIGHBORHOOD COMMERCIAL (NC)
  281. Chapter 17.42 — REGIONAL COMMERCIAL (RC)
  282. Chapter 17.43 — VISITOR COMMERCIAL (VC)
  283. Chapter 17.44 — MEDICAL FLEX (MEDFX)
  284. Chapter 17.45 — EDUCATIONAL FLEX (EDFX)
  285. Chapter 17.46 — OFFICE FLEX (OFX)
  286. Chapter 17.47 — LAND USE REGULATIONS
  287. Chapter 17.48 — DEVELOPMENT REGULATIONS
  288. Chapter 17.49 — SUPPLEMENTAL STANDARDS
  289. Chapter 17.50 — GENERAL PURPOSE AND INTENT
  290. Chapter 17.51 — MIXED-USE 1 (MU 1)
  291. Chapter 17.52 — MIXED-USE 2 (MU 2)
  292. Chapter 17.53 — MIXED-USE 3 (MU 3)
  293. Chapter 17.54 — LAND USE REGULATIONS
  294. Chapter 17.55 — DEVELOPMENT REGULATIONS
  295. Chapter 17.56 — SUPPLEMENTAL STANDARDS
  296. Chapter 17.60 — GENERAL PURPOSE AND INTENT
  297. Chapter 17.61 — LIGHT INDUSTRIAL (LI)
  298. Chapter 17.62 — HEAVY INDUSTRIAL (HI)
  299. Chapter 17.63 — AEROSPACE INDUSTRIAL (AI)
  300. Chapter 17.64 — MINERAL RESOURCE EXTRACTION (MRE)
  301. Chapter 17.65 — LAND USE REGULATIONS
  302. Chapter 17.66 — DEVELOPMENT REGULATIONS
  303. Chapter 17.67 — SUPPLEMENTAL STANDARDS
  304. Chapter 17.70 — GENERAL PURPOSE AND INTENT
  305. Chapter 17.71 — PUBLIC FACILITIES ZONES
  306. Chapter 17.72 — OPEN SPACE (OS)
  307. Chapter 17.73 — UTILITIES AND RIGHTS-OF-WAY (U-ROW)
  308. Chapter 17.74 — SPECIFIC PLAN (SP)
  309. Chapter 17.75 — LAND USE REGULATIONS
  310. Chapter 17.76 — DEVELOPMENT REGULATIONS
  311. Chapter 17.77 — SUPPLEMENTAL STANDARDS
  312. Chapter 17.80 — PURPOSE AND APPLICABILITY
  313. Chapter 17.81 — PARCEL REQUIREMENTS
  314. Chapter 17.82 — SETBACKS AND LOCATION OF BUILDINGS
  315. Chapter 17.83 — TRANSITION BETWEEN LAND USES AND ZONES
  316. Chapter 17.84 — PERFORMANCE STANDARDS
  317. Chapter 17.85 — UTILITIES AND SERVICES
  318. Chapter 17.86 — LANDSCAPING, LIGHTING, WALLS, AND FENCES
  319. Chapter 17.87 — OFF-STREET PARKING AND LOADING
  320. Chapter 17.88 — SIGNS
  321. Chapter 17.89 — ANIMAL KEEPING
  322. Chapter 17.90 — GENERAL PROVISIONS
  323. Chapter 17.91 — RESIDENTIAL USES
  324. Chapter 17.92 — COMMERCIAL USES
  325. Chapter 17.93 — INDUSTRIAL USES
  326. Chapter 17.94 — PUBLIC AND CIVIC FACILITIES
  327. Chapter 17.95 — COMMUNICATIONS AND UTILITIES
  328. Chapter 17.96 — HAZARDOUS MATERIALS FACILITIES
  329. Chapter 17.97 — RECYCLING FACILITIES
  330. Chapter 17.98 — OTHER USES
  331. Chapter 17.99 — RENEWABLE ENERGY
  332. Chapter 17.100 — HILLSIDE MANAGEMENT
  333. Chapter 17.101 — TRANSPORTATION DEMAND MANAGEMENT
  334. Chapter 17.102 — SURFACE MINING AND RECLAMATION
  335. Title 18
  336. Chapter 18.05
  337. Title OT
  338. § OT.10.010. Community Redevelopment Agency Ordinances
  339. § OT.10.020. Palmdale City Council Ordinances

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