ICC Commercial Building Inspector (B2) Practice Test

At the concrete placement inspection for a slab-on-grade in a new commercial building, the delivery ticket shows 3,000 psi concrete with a specified 4-inch slump. The contractor adds approximately 1 gallon of water per cubic yard at the jobsite to improve workability after the inspector measures a 3-inch slump on the first load. No high-range water reducer was included in the original mix. Which action must the inspector take?

A contractor is installing a new accessible route in the lobby of an existing Group B office building undergoing a Level 2 alteration. The running slope of the new 40-foot ramp is measured at 1:14. The ramp has 34-inch high handrails on both sides extending 12 inches beyond the top and bottom landings. The cross slope is 1:50. The clear width between handrails is 36 inches. Does the ramp comply with ICC A117.1?

A new 4-story mixed-use building contains Group R-2 apartments above a Group M retail base. The inspector is verifying the 2-hour fire wall separating the R-2 from the M occupancy. The wall is constructed of 8-inch CMU with a 2-hour rating, extends continuously from the foundation through the roof deck, and all penetrations are properly firestopped. However, the plans examiner had required the wall to be a fire wall with a 3-hour rating because the building is 4 stories. The field inspector observes the 2-hour CMU wall in place. What is the correct determination?

The inspector arrives for a scheduled framing inspection on a new 12,500-square-foot Group M building. The contractor has not yet installed the required hold-downs at the shear walls shown on the approved structural plans and states that the hardware will be installed "before drywall." The 2021 IBC and the local jurisdiction's amendments require all structural elements to be installed and inspected prior to covering. Which action is required?

During a framing inspection, the inspector observes that the roof trusses for a new 18,000 sq ft Group M building bear on 2x6 exterior walls with a 2x6 top plate. The truss design drawings specify a minimum 3-1/2 inch bearing on the top plate with hurricane ties at each truss. The installed bearing is 2-1/2 inches at several locations and the hurricane ties are installed on only every other truss. What corrections are required?