4920 24TH AVE W 2023-06-22 - Laserfiche WebLink

I • • Mallorie Hefley Fullwiler Construction Inc. Plan Check Number: B2106-046, First Building Review July 29, 2021 Structural tt Foundation Plan on Sheet S1.1 should provide post sizes and connections to framing members and to footings with appropriate post bases. Please key in any detail references. R106.1.1 4/. Foundation plan should provide footings or sufficient design to accommodate all loads at all bearing wall locations. For example, bearing wall at Office, stairway/ Bathroom, and Utility room. R106.1.1 \ Please provide a detail for the guardrail/half wall framing located on the 2nd level around the stairs. Guards and handrails should be able to withstand a uniform load of 50 lbs/ft or a concentrated load of 200 lbs placed at the top of the handrail or guard. Table R301.5 IPlease provide the beam size on Sheet S1.3 for the floor beam located at the fireplace. R106.1.1 5. See structural calculations provided for the floor beam located in the Kitchen (Kit Bm East ceiling). Structural calcs show a beam size of 5.5x13.5 GLB but plans show a 5.5x12 GLB. Show that a 5.5x12 GLB is adequate or update the plans to show a 5.5x13.5 GLB. . See structural calculations provided for the floor beam located in Dining Room/ Kitchen (Dining Kit Ceiling Floor beam). The load list does not show the reaction from the supporting floor beam located in the Kitchen (Kit Bm East ceiling). Update structural calculations to show the floor beam is adequate to support the 5.5x12 GLB floor beam located in the Kitchen (Kit Bm East ceiling). . See Structural Calculations for Beam "Gar N-S ceiling floor beam."Please update calculations to include the design snow load. It appears the snow load was inputted as a roof live load. The reaction from this beam is linked to Beam "WIC-Lndry Floor beam."Verify Beam "WIC-Lndry Floor beam"remains adequate. •,, . See Sheet S1.3. Please provide a framing information/detail at the bearing location of 5.5x12 GLB 24F floor beam located above the garage. It appears that the beam will reveal through the roof and will also be required to break the wall top plate in the current situation. R106.1.1 , A. See Sheet S1.3. Please provide information/detail at the bearing location for floor beams sized as 5.5x12, 5.5x13.5, and 5.5x16.5 GLB. It appears that these beams are required to break the wall top plate. R106.1.1 V(.0. On Sheet S1.3 Upper Lever floor beam sized 5.5x13.5 GLB located above the Dining Room should show a complete load path down to the foundation. It appears that the right beam support sits on top of a floor joist. Please verify floor joist is capable to withstand the load from this beam or add additional support and footings. O3200 Cedar Street © 425.257.8810 0 everetteps@everettwa.gov Everett,WA 98201 425.257.8857 fax everettwa.gov/permits Page 3 of 6