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• ! <br /> Mallorie Hefley <br /> Fullwiler Construction Inc. <br /> Plan Check Number: B2106-046, First Building Review <br /> July 29, 2021 <br /> 11. Framing plans should specify joist hangers. See floor joists connecting to floor beams on the <br /> Upper Floor Framing Plan Sheet S1.3. R106.1.1 <br /> /2. Show or specify the connections at the cornerposts located at the Outdoor Diningand Front <br /> P fY <br /> Entry on Sheet S1.4. <br /> vd. Plans should show or specify stair framing members. R106.1.1 <br /> 4. It appears that the shear walls located on each side of the garage doors do not meet aspect <br /> ratio. SDPWS 4.3.4 <br /> r <br /> 15 Floor Plans and Foundation plan should specify all shear walls including length, type, and any <br /> hold downs. All required hold-downs should be shown on the foundation plans and should be <br /> consistent with engineering when building has been engineered. R106.1.1 <br /> 16. Page 4 of the WoodWorks Shearwalls calculations in the structural calculations shows a 10 ft <br /> segmented shear wall located on level 2 Wall D-1 but floor plan on page 2b of calculations <br /> shows only roughly 4 ft total of wall available. Please clarify the shearwall location or update <br /> shearwall calculations. <br /> ✓17. Hold downs should beprovided to resist uplift forces caused byoverturningeffects bylateral <br /> P <br /> forces. Provide appropriate tie downs for walls located at all levels with a resulting uplift force. <br /> IBC 1604.4 and SDPWS 4.3.6.4.2 (See comment 15 for additional required information). <br /> 4 For engineered buildings, the size and spacing of all anchor bolts should be shown on the shear <br /> wall schedule. Shear wall schedule should be shown on the plans and be consistent with <br /> foundation sections. R106.1.1 <br /> X9. See Sheet S1.3. Shear wall located on the second floor between the Master Room and Bonus <br /> Room should have a support in the floor framing. <br /> 20. Provide the following structural details. <br /> Plans should show structural framing details for the truss connection to the wall top <br /> plate with appropriate hardware, sheathing, and nailing requirements. <br /> . Plans should show a structural framing detail for floor-to-floor shear transfer from <br /> pper-level walls to lower-level walls. R106.1.1 and R301.2.1 <br /> c. Plans should show the shear transfer from the roof to the shearwall located on the <br /> second floor between the Master Room and Bonus Room. <br /> . Plans should show a framing detail of shear transfer for the lower roof framing. For <br /> example, the lower roof for the Dining Room and wall framing at the Bonus Room <br /> location. <br /> O3200 Cedar Street © 425.257.8810 0 everetteps@everettwa.gov <br /> Everett,WA 98201 425.257.8857 fax everettwa.gov/permits <br /> *age 4of6 <br />