620 112TH ST SE SPACE 208 2020-02-25

. 113 T.,:z'�Ali .r 4 til i. t~ t Fl alis.._. • ports will increase the load on that support and the size of the required footing. ciirrrrirrrto-"°" �no�nress DETERMINE LOCATIONS I 10`01 Point loads exist where a bearingistructural weight is concentrated and transferred to I the foundation at a specific c point. Locate a support under each point load, including the 4 following examples: • Exterior doors on side walls at both sides of each door(blocking is not re- quired at-exterior doors on non-bearing end walls). • Other exterior wall openings four feet and greater at both sides of each-open • - ing (including multiple windows that total four feet wide or mere without inter- mediate supports, even if individual windows are less than four feet). • Marriage line openings four feet or greater at both sides of each opening (where marriage line openings are greater than 10 feet, intermediate supports must be placed atmaximurn 10 feet on center). • Locations where through-the-rine crossover ducts penetrate the•rim joist at the • marriage line(unless otherwise noted in supplemental documents provided with the home or unless the home is constructed with a perimeter frame sys- tem). • Marriage line columns. • Load-bearing porch posts. • Under heavy(400 lbs or greater) items, such as heavy furniture, waterbeds, fireplaces and large fish tanks when located outboard of the home's main (- beams. Mark the required point load support locations on the sketch. Supports are not required where the manufacturer has reinforced the floor(such as with additional outriggers or floor joists)and so noted in the documentation provided with the home. Figure 8 and Figure 9 identify typical point load support locations. S he arwa l P ler Door Piers Figure 8. Typical point load support locations Illir I$eam Frame , Marriage WatlPiers / z / Q Perch H . L .-.J ....! IPPI U) Porch Pest Pers z rn til Dt o r Pers 0 I 0 -f 'r 1 Pry