Project Name: C21-1153 Project Description: EPLANS- CANDLEWOOD SUITES/HOLIDAY INN EXPRESS Review Comments List Date: 10/18/2021
Ref. # 160, 8/17/21 3:50 PM, Cycle 3, Unresolved
Markup: Struc 38, S3.0B.pdf
It is not clear how the roof framing members are supported at the corner overhang; please provide framing connections or hangers.
Reviewer Response: 10/18/21 2:48 PM The plans do not appear to be revised. Please show the calculations for the diagonal LVL beam members; these beams appear to have a cantilever distance beyond the outer support that is approximately twice the back span. No uplift connector appears to be specified for this diagonal beam. The Simpson MIT hangers specified are not skewable; please specify hangers compatible with the angle of the roof framing members. Responded by: Kayli Thompson - 10/7/21 2:35 PM SEE REVISED PLANS, REVISE CALCS & STRUCTURAL RESPONSE LETTER
Ref. # 164, 8/17/21 4:04 PM, Cycle 3, Unresolved
Markup: Struc 41, S8.1.pdf
Please provide a connection to brace the wall for out-of-plane forces.
Reviewer Response: 10/18/21 3:04 PM Please confirm that the blocking detail for out-of-plane forces shown in Detail 2/S6.1 also applies for stair landing framing. Responded by: Kayli Thompson - 10/7/21 2:35 PM SEE REVISED PLANS, REVISE CALCS & STRUCTURAL RESPONSE LETTER Reviewer Response: 9/30/21 2:32 PM Please provide members, straps or connectors to transfer the out-of-plane wind and seismic wall forces into the diaphragm at all parallel joist conditions as required by AWC SDPWS 4.2.1. Blocking and connections are not currently shown.
Ref. # 199, 9/30/21 2:40 PM, Cycle 5, Unresolved
Comment: Please reload all structural drawings in ePlans with clean, un-editable PDF files. The drawings currently contain text attributes that are incompatible with the ePlans system.
