Review Comments

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Permit Number:	X18-1650
Permit Type:	Commercial Building Permit - ChangeOrdr BldgNew
Address:	4960 A ST Anchorage
Location:
Work Description:	DEFERRED SUBMITTAL TO STRUCTURAL: ROOF TRUSS SUBMITTAL - MJD
Status:	Closed
Project Name:	Change Order of Bldg App C15-1806
Review Type:	Structural
Result:	Correction
Result Date:	10/24/2018 10:37:07 AM

Comments:

	Code Section	Review Comment	Status

Advisory Information:
DEFERRED SUBMITTAL STATUS

8/22/2018 - Deferred submittal reviewed. Comments issued.

10/4/2018 - Responses reviewed. Comments issued.

10/24/2018 - Responses reviewed. Comment issued.

1. There is a lot of text on the plans that is not readable or extremely difficult to read. Please provide plans with readable text. Please note that this applies to the full size drawings provided.

Comment remains. The text on the drawings is still not readable. Please provide drawings with text that can be read. WAB - 10/4/2018

Comment remains. Per discussion with Don Hickel the text is still not legible enough to read. WAB - 10/24/2018

2. It appears the parapets are built into the trusses. Please provide an example full calculation so that the parapet loads can be verified. Please note that it is preferred that one of the trusses from K13 to K32 is provided.

Comment remains. It appears the response is based on a concern of the applied drift loads because of the parapet. This is not the case. The concern is the applied parapet wind loads. Parapet wind loads tend to be extremely high because of the application of loads on both sides of the parapet. Please show how these loads are applied in the analysis. WAB- 10/4/2018

Comment resolved. Response accepted. WAB - 10/24/2018

3. Please provide a second copy of the truss elevations.

Comment resolved. This has been provided. WAB - 10/4/2018