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Shyamal Gounder <br />Shyvani Investments LLC <br />Plan Check Number: B2103-052, First Building Review <br />February 9, 2022 <br />b. A lower canopy should be specified on the structural plans to match Sheet A-1.2, Grid <br />Line 3. The steel frame on Grid 3 should be designed for the additional load and <br />connections of the canopy. <br />5. See Sheet S5. It appears that a pre-engineered glass stair tower cover is specified on the plans. <br />This item should be included in the list of deferred submittals. Please refer to Comment 3 for <br />more information. <br />6. See Sheet S5 and Detail 6 on Sheet S11. Detail 6/S11 shows a pre-engineered glass railing on <br />top of the parapet. The following comments should be addressed. <br />a. Minimum height of the parapet should be specified. <br />b. The parapet height does not meet the minimum height requirement of 36 inches for <br />guard rails per R312.1.2. Design requirements should be specified for the glass railing. <br />Both the parapet and glass railing should be considered as part of the guard rail. <br />c. The required connection of the double top plate to the posts should be specified. <br />d. The pre-engineered glass railing should be included in the list of deferred submittals. <br />See comment 3 for more information. <br />7. See the intersection of Grid 3 and Grid A on Sheet S4 and S5. The plans appear to show HSS <br />10x6x1/4 beams connecting at the upper -level floor and W10x30 beams connecting at the <br />upper deck to a corner column. Plans should provide the connection between the column and <br />beams at this corner location and at both upper floor and roof deck levels. R106.1.1 <br />8. See the intersection of Grid 3 and A.1 on Sheet S5. The plans appear to show the W10x30 <br />beam on grid 3 extending over the HSS post and W10x30 beams on Grid A.1 connecting to the <br />sides of the HSS column. Plans should provide details of all connections to the column. <br />9. See Page 6 of the structural calculations. It appears that beam M calculations are missing. <br />Please provide the calculations for beam M. <br />10. See Sheet S4. Plans should provide a detail for the continuous W10x22 beam located above the <br />dining room near the intersection of Grid 3.8 and D. It appears the continuous beam is not a <br />straight continuous beam and requires a miter connection of the two beams at the change in <br />direction. R106.1.1 <br />11. See Sheet S4 and Page 6 of the structural calculations. It appears that the beam size on Grid <br />3.8 on Sheet S4 is missing. Page 6 of the structural calculations show a beam labeled C at this <br />location that is sized to be W10x77. Beam C should be specified on the plans. R106.1.1 <br />12. See Sheet S4. It appears that a HSS column is specified on the plans near the intersection of <br />Grids A and 3.8 located about 3 feet away from the exterior wall, under the stair stringers. <br />Sheet A-1.1 shows an open room with no column to support the stair stringer above. Column <br />should be removed from the plans or details should be provided for the connection to the stair <br />stringer. <br />13. See Shearwalls on Grid Line 4 on Sheet S4 and S5. It appears that the 4'-0" shearwalls do not <br />meet the aspect ratio considering a wall height of 18'-6". See Special Design Provisions for Wind <br />3200 Cedar Street © 425.257.8810 O everetteps@everettwa.gov <br />Everett, WA 98201 425.257.8857 fax everettwa.gov/permits <br />Page 3 of 5 <br />