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i <br /> appears to be supported by "2x" exterior framed wail. Please clarify and provide details to <br /> resolve the load path for out-of-plane forces. <br /> 3. If the concrete wall piers are being relied upon for lateral force resistance, please provide <br /> calculations addressing that the glulam beams are able to resist loading for both gravity <br /> support and as drag struts delivering load to the connections shown on detail 6/S1.0 and <br /> 7/S1,0 at the top of the wall. <br /> 4. It appears that the HGLBA beam seats are transferring lateral to the concrete wall piers, <br /> Please provide calculations addressing this connection to the concrete via ACI 318-14 <br /> Chapter 17 as well as the connectivity of the wood to the connector per NDS 2015. Please <br /> account for lateral load effects such as the inclusion of overstrength (Q). Please adjust <br /> detailing as required. <br /> 5. On detail 8/51.0, it appears that the concrete pier is being loaded with lateral force in both <br /> orthogonal directions. Please provide calculations satisfying provisions indicated in ASCE 7- <br /> 10 Sec 12,5.4. <br /> 6. Please provide design calculations checking the concrete piers for lateral and gravity load <br /> effects per the IBC load combinations. Please include checks for the supporting <br /> foundations. <br /> 7. Please identify where detail 11/51..0 occurs on the drawings as I does not appear to be cut. <br /> Please revise. <br /> 8. Please provide calculations satisfying ACI 318-14 Sec 18.10.8 for wall piers. Adjust <br /> detailing as required on S1.0. <br /> 9. Please provide calculations for parapet bracing at the rooftops. <br /> If you have any questions, please email or call me at (425) 257-7287. Upon submittal of the <br /> drawings, your application will be given priority and plan reviews will recommence. All required <br /> submittals shall be sufficient detail and contain sufficient information to ensure that the proposed <br /> structure will be constructed in compliance with all adopted codes. <br /> Sincerely, <br /> Bronder, PE <br /> Associate Engineer <br /> Plans Examiner <br /> Page 2 of 2 <br /> CITY OF EVERL I I w 3200 Cedar Street • Everett, WA 98201 • (425) 257-8810 • Fax (425) 257-8857 <br />