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ADU2025 CBCCalifornia

50 Issues Found Including Foundation Depth & Habitable Room Violations

Foundation footing 14 inches too shallow, bedroom only 3 feet wide, conflicting scales, and specification vs drawing conflicts—all surfaced before permit submission.

50
Issues Found
7
Critical
25
High
18
Medium

The Project

A California ADU project submitted for plan review against the 2025 California Building Code. InspectMind analyzed the complete drawing set including architectural, structural, and specification documents—identifying critical deficiencies in foundation design, code compliance gaps, specification vs drawing conflicts, and extensive document coordination errors that would have caused immediate permit rejection and potentially dangerous construction.

2025 CA Building CodeCBC Section 1904CBC Section 1208ACI 318

Sample Findings

CriticalFoundation Only 10" Below Grade vs 24" Required

18" foundation depth with 8" clearance to grade results in only 10" below exterior grade—14 inches short of the 24" minimum specification requirement.

Critical2-1/2" Diameter Bolt Specified for Wood Framing

Detail specifies 2.5" diameter machine bolt for 3.5" wide wood members—physically impossible as the hole would remove most of the wood section. Likely typo for 1/2" diameter.

CriticalBedroom Only 3'-0" Wide—Code Requires 7' Minimum

Section drawing shows bedroom at 3'-0" width and living room at 6'-2"—both violate CBC Section 1208.1 requiring 7' minimum dimension for habitable spaces.

CriticalConflicting Numerical and Graphic Scales

Title block shows 1/4"=1'-0" but graphic scale bar indicates 1/8"=1'-0". Dimensions would be half or double depending on which scale is used.

HighDrawing vs Spec Conflict: 5/8" vs 3/8" Sill Anchors

Shear wall schedule specifies 5/8" anchors but specification requires 3/8" diameter for existing slab-on-grade conditions—66% larger than allowed.

High2500 PSI Concrete for Foundations—Code Requires 3000+ PSI

Footing schedule shows f'c=2500 psi but CBC Section 1904.1 requires minimum 3000 psi for R-3 foundations. Notes also conflict with 4500 psi requirement for S2 exposure.

HighShear Wall Aspect Ratio 6:1 Exceeds 3.5:1 Limit

16" minimum shear wall width with 8' height creates 6:1 aspect ratio—significantly exceeding the code-allowable 3.5:1 maximum per SDPWS.

HighMoisture-Resistant Gypsum Board Prohibited Behind Shower Tile

Notes specify moisture-resistant gypsum for bathrooms, but CBC Section 2509.3 explicitly prohibits this behind tile in tub/shower areas—requires cement board.

Issue Categories

Structural & Foundations

Foundation depth, shear walls, reinforcement placement, anchor specifications

Code Compliance

Concrete strength, 2025 CBC violations, seismic data, nail specifications

Document Coordination

Scale conflicts, cross-reference errors, outdated code citations, typos

Specifications Conflicts

Drawing vs spec anchor sizes, epoxy products, nail types, material grades

Architectural

Habitable room dimensions, skylight curbs, tile backer requirements

Multi-Discipline

Structural, Architectural, Mechanical, Electrical, Plumbing coordination

Value Delivered

50 issues surfaced before permit submission
7 critical issues that would have halted construction
Spec vs drawing conflicts identified systematically
2025 CBC compliance gaps flagged with code references
Foundation depth deficiency caught before excavation
Habitable room violations identified early

"The foundation depth issue alone would have required excavation rework. Having AI systematically check our specs against the drawings caught conflicts we would have missed in a traditional review—saving weeks of back-and-forth with the jurisdiction."

— Project Team

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