The building indicated below has the following unfactored wind loads on it:

Zone 1: +26.8 Zone 1E: +31.5 Zone 2: +14.1 Zone 2E: +16.3 Zone3: -9.1 Zone 3E: -12.7 Zone 4:-6.9 Zone 4E: -10.9

a.) What is the width of the edge zone loading?

b.) If the only shear walls are at the ends of the building what is maximum lateral reaction into the shear wall?

c.) What is the maximum unit shear in the roof diaphragm?

d.) Assuming 15/32 roof sheathing does the roof sheathing require to be blocked?

e.) If blocking is required how far from the endwall may the blocking be terminated?

121 20 10' * + 20 co' PLAN VIEW SECTION View 121 20 10' * + 20 co' PLAN VIEW SECTION View