620 112TH ST SE SPACE 193 2023-08-01

LHun MIICSS .,.�ar.w.u. ...+...--. ----- - — '--- ----------- - --- -- ----— --- - - -'__ _._ ••Yr � I � Lun(urrm fu ports will increase the load on that support and the size of the required footing. I{I:u IN DETERMINE LOCATIONS Point loads exist where a bearing.`structural weight is concentrated and transferred to the foundation at a specific point. Locate a support under each point load, including the following examples: • Exterior doors on side walls at both sides of each door(blocking is not re- quired at exterior doors on ron-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 more 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 at maximum 10 feet on center). • Locations where through-the-rim crossover ducts penetrate the rim joist at the marriage lire (unless other,vise 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. Figure 8. Typical point-load Shearwal Per _sr Door Piers support locations 1-8eam Frame 114— J Marriage WalPers -7 EBV- - I 0 p H � Z � J :jt \VAOry7:n pest Pe s r r • ._r