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Page 5 of 6 <br />7a. Provide detail of metal deck attachment to steel beams. <br />2nd Review Comment: Referenced Sheet D5 does not show the metal deck attachment to the <br />steel beams. Comment to remain. <br />8. S1.0: EXISTING SITE PLAN <br />8c. Verify if the Existing Site Plan reflects actual existing condition. The parking layout and <br />property line on the street side do not match with the satellite view of the property at 2322 <br />Pullman St. <br />2nd Review Comment: Comment to remain until the project address is clarified (see comment 1 <br />above). <br />8d. The accessible route from public street cannot go through the driveway as shown on the Site <br />Plan. Please show the accessible route within the boundary of the site from public streets or <br />sidewalks, to the accessible building entrance. (CBC 11B-206) <br />2nd Review Comment: Comment above not addressed . Please revisit and show/provide an <br />accessible path-of-travel from public street & sidewalk. <br />9. D1: WALL PANEL DETAILS <br />9a. Detail 4: <br />1) Specify the welding of angel to tube column and tube column to base plate using welding <br />symbol to clarify the type, size, locations and extent of welding proposed at the <br />attachment. <br />2nd Review Comment: Comment to remain, please show the welding thickness/size and <br />length of required weld. Additionally, please clarify the weld size & length for the base <br />plate attachment to the columns. <br />3) Per structural calculation page 24, the columns supporting roll-up door are provided with <br />pin support on top and bottom. Please show in the detail how the support is provided on <br />top of the columns. <br />2nd Review Comment: Comment to remain, please clarify the top connection. <br />10. Detail 1/D2: Per structural calculation page 40, 3-3/4” embedment is required for Hilti KB-TZ2 <br />anchors. Update the detail callout. <br />2nd Review Comment: Comment to remain, detail calls out 3-1/2” embedment. <br />12. Structural Calculations <br />12a. Provide structural calculation to verify that existing slab-on-grade is sufficient to resist uplift <br />Page 8 of 68 <br />2331 S Pullman St <br />2/18/2025