01 — PROJECT CONTROLS

From garage shell to a controlled construction plan.

A construction scheduling and project controls case study for the conversion of an existing 2-car garage into a 360 SF accessory dwelling unit.

CPM Scheduling ProjectLibre Resource Planning Variance Analysis Schedule Recovery
01 / PROJECT OVERVIEW

2101 Oakdale St — Garage to ADU Conversion

The project involves converting an existing 2-car garage into a 360 SF residential ADU. The scheduling exercise develops the construction sequence from pre-construction and demolition through architectural build-back, MEP rough-ins, inspections, finishes, testing, and final turnover.

2101 Oakdale Street existing garage and proposed ADU floor plan
02 / CPM SCHEDULE

Baseline Schedule & Critical Path

The project schedule was developed using a Work Breakdown Structure, activity durations, predecessor relationships, resource assignments, milestones, and CPM logic. Critical activities and available float were reviewed to understand which activities controlled project completion.

Oakdale ADU ProjectLibre CPM Gantt schedule
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03 / NETWORK LOGIC

Construction Sequence & Dependencies

Network logic was used to verify activity relationships and the construction sequence. Finish-to-Start relationships were used for sequential work, while controlled Start-to-Start relationships and lags were introduced where overlapping work was technically feasible.

Oakdale ADU CPM network diagram and resource analysis
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04 / VARIANCE ANALYSIS

A 2-day critical delay threatened project completion.

Electrical Rough-In was planned for 2 working days but required 4 working days due to additional electrical work identified during execution. Because the activity was critical with zero total float, the additional 2 working days directly affected the forecast completion date.

BASELINE TURNOVER 24 NOV 2026
PRE-RECOVERY FORECAST 26 NOV 2026
SCHEDULE IMPACT +2 DAYS
05 / RECOVERY

Recovering the schedule through controlled fast tracking.

Remaining critical-path activities were reviewed for technical dependency and resource capacity. Safe overlap opportunities were identified during the interior fit-out phase. Selected relationships were revised using Start-to-Start logic with appropriate lag while maintaining required inspections and construction dependencies.

RECOVERY METHOD FAST TRACKING
ADDITIONAL MANPOWER NONE
POST-RECOVERY TURNOVER 24 NOV 2026
RESULT

Two working days recovered. Baseline completion restored.

The exercise demonstrates WBS development, CPM scheduling, resource planning, baseline management, schedule updating, variance analysis, critical-path assessment, recovery planning, and schedule forecasting.