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4918 24TH AVE W 2023-06-22
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4918 24TH AVE W 2023-06-22
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6/22/2023 1:58:55 PM
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6/22/2023 1:52:06 PM
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24TH AVE W
Street Number
4918
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' ' 0 S 5 A, <br /> .-.. <br /> PELLETIER 'f-t- : SCHAAR <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 <br /> East ceiling). Structural calcs show a beam size of 5.5x13.5 GLB but plans show a <br /> 5.5x12 GLB. Show that a 5.5x12 GLB is adequate or update the plans to show a <br /> 5.5x13.5 GLB. <br /> 6. See structural calculations provided for the floor beam located in Dining Room/ <br /> Kitchen (Dining Kit Ceiling Floor beam). The load list does not show the reaction <br /> from the supporting floor beam located in the Kitchen (Kit Bm East ceiling). Update <br /> structural calculations to show the floor beam is adequate to support the 5.5x12 GLB <br /> floor beam located in the Kitchen(Kit Bm East ceiling). <br /> 7. See Structural Calculations for Beam "Gar N-S ceiling floor beam."Please update <br /> calculations to include the design snow load. It appears the snow load was inputted as <br /> a roof live load. The reaction from this beam is linked to Beam "WIC-Lndry Floor <br /> beam."Verify Beam "WIC-Lndry Floor beam" remains adequate. <br /> 8. See Sheet S 1.3. Please provide a framing information/detail at the bearing location of <br /> 5.5x12 GLB 24F floor beam located above the garage. It appears that the beam will <br /> reveal through the roof and will also be required to break the wall top plate in the <br /> current situation. R106.1.1 <br /> 9. See Sheet S 1.3. Please provide information/detail at the bearing location for floor <br /> beams sized as 5.5x12, 5.5x13.5, and 5.5x 16.5 GLB. It appears that these beams are <br /> required to break the wall top plate. R106.1.1 <br /> 10. On Sheet S 1.3 Upper Lever floor beam sized 5.5x13.5 GLB located above the Dining <br /> Room should show a complete load path down to the foundation. It appears that the <br /> right beam support sits on top of a floor joist. Please verify floor joist is capable to <br /> withstand the load from this beam or add additional support and footings. <br /> 11. Framing plans should specify joist hangers. See floor joists connecting to floor beams <br /> on the Upper Floor Framing Plan Sheet S 1.3. R106.1.1 <br /> 12. Show or specify the connections at the corner posts located at the Outdoor Dining and <br /> Front Entry on Sheet S 1.4. <br /> 13. Plans should show or specify stair framing members. R106.1.1 <br /> 14. It appears that the shear walls located on each side of the garage doors do not meet <br /> aspect ratio. SDPWS 4.3.4 <br /> Pelletier+ Schaar, LLC <br /> 26911 98th Drive NW, Suite B, Stanwood, Washington 98292 p (360) 629-5375 <br />
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