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Mallorie Hefley <br /> Fullwiler Construction Inc. <br /> Plan Check Number: B2106-047, First Building Review <br /> July 29, 2021 <br /> Structural <br /> 1. Foundation Plan on Sheet S1.1 should provide post sizes and connections to framing members <br /> and to footings with appropriate post bases. Please key in any detail references. R106.1.1 <br /> 2. Foundation plan should provide footings or sufficient design to accommodate all loads at all <br /> bearing wall locations. For example, bearing wall at Office, stairway/ Bathroom, and Utility <br /> room. R106.1.1 <br /> 3. Please provide a detail for the guardrail/half wall framing located on the 2nd level around the <br /> stairs. Guards and handrails should be able to withstand a uniform load of 50 lbs/ft or a <br /> concentrated load of 200 lbs placed at the top of the handrail or guard. Table R301.5 <br /> 4. Please provide the beam size on Sheet S1.3 for the floor beam located at the fireplace. <br /> R106.1.1 <br /> 5. See structural calculations provided for the floor beam located in the Kitchen (Kit Bm East <br /> ceiling). Structural calcs show a beam size of 5.5x13.5 GLB but plans show a 5.5x12 GLB. Show <br /> that a 5.5x12 GLB is adequate or update the plans to show a 5.5x13.5 GLB. <br /> 6. See structural calculations provided for the floor beam located in Dining Room/ Kitchen (Dining <br /> Kit Ceiling Floor beam). The load list does not show the reaction from the supporting floor beam <br /> located in the Kitchen (Kit Bm East ceiling). Update structural calculations to show the floor <br /> beam is adequate to support the 5.5x12 GLB floor beam located in the Kitchen (Kit Bm East <br /> ceiling). <br /> 7. See Structural Calculations for Beam "Gar N-S ceiling floor beam."Please update calculations to <br /> include the design snow load. It appears the snow load was inputted as a roof live load. The <br /> reaction from this beam is linked to Beam "WIC-Lndry Floor beam."Verify Beam "WIC-Lndry <br /> Floor beam"remains adequate. <br /> 8. See Sheet S1.3. Please provide a framing information/detail at the bearing location of 5.5x12 <br /> GLB 24F floor beam located above the garage. It appears that the beam will reveal through the <br /> roof and will also be required to break the wall top plate in the current situation. R106.1.1 <br /> 9. See Sheet S1.3. Please provide information/detail at the bearing location for floor beams sized <br /> as 5.5x12, 5.5x13.5, and 5.5x16.5 GLB. It appears that these beams are required to break the <br /> wall top plate. R106.1.1 <br /> 10. On Sheet S1.3 Upper Lever floor beam sized 5.5x13.5 GLB located above the Dining Room <br /> should show a complete load path down to the foundation. It appears that the right beam <br /> support sits on top of a floor joist. Please verify floor joist is capable to withstand the load from <br /> this beam or add additional support and footings. <br /> 0 3200 Cedar Street © 425.257.8810 0 everetteps@everettwa.gov <br /> Everett,WA 98201 425.257.8857 fax everettwa.gov/per t <br /> age 3 of 6 <br />