Review Comments

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Permit Number:	C21-1153
Permit Type:	Commercial Building Permit - None BldgNew
Address:	W 160 48TH AVE Anchorage
Location:	160 W 48th Ave
Work Description:	EPLANS-117094 SQFT, TYPE VB, OCCUPANCY R-1-GJS ~~NO CCO ON THIS PERMIT UNTIL SHARED ACCESS WITH C15-1806 IS RESOLVED. JCA 6/19/23~~ Resolved with change order X22-1625. JCA 8/13/24 REVOKED MAIN PERMIT AND ISSUED CORE AND SHELL ONLY PER JUDY 6/19/23 - SEE HER COMMENTS UNDER PD CIVIL REVIEW - BWP Change order X22-1625 has been approved and this permit (C21-1153) has full PD Civil approval. - RDO (Per PDCivil Final Review) *PHIL CALHOUN OKAYED A SATURDAY INSPECTION FOR 8/3/24 FOR INSUL/VAPOR BARRIER; PAID $800 FOR SATURDAY INSPECTION* CCK 8/2/24 ***JESSE SOOTER OKAYED SATURDAY INSPECTION FOR 11/23/24 FOR SHEETROCK SCREW PATTERN FOR 4TH FLOOR- CCK 11/22/24
Status:	Issued
Project Name:	EPLANS- CANDLEWOOD SUITES/HOLIDAY INN EXPRESS
Review Type:	Structural
Result:	FandF
Result Date:	9/30/2021 4:39:00 PM

Comments:

	Code Section	Review Comment	Status

Advisory Information:

STRUCTURAL REVIEW COMMENTS

Project Name: C21-1153
Project Description: EPLANS- CANDLEWOOD SUITES/HOLIDAY INN EXPRESS
Review Comments List Date: 9/30/2021

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: 9/30/21 1:58 PM
The roof framing remains unclear as to how it is to be constructed, Please provide adequate construction plans, connection details and the calculations for this entry roof. The roof remains with unsupported roof corners at the large overhangs.

Ref. # 161, 8/17/21 3:55 PM, Cycle 3, Unresolved

Markup: Struc 37, S3.0A.pdf

Please clarify the force transfer around diaphragm openings mechanism per the requirements of ASCE 7.

Reviewer Response: 9/30/21 2:19 PM
The lack of plan irregularity does not waive the transfer of shear forces around the openings by the principles of engineering mechanics, similar to openings in shear walls, utilizing tension and compression collector members. Diaphragm calculations were not found in the calculation package; please provide.

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: 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. # 170, 8/31/21 9:58 AM, Cycle 4, Unresolved

Comment: Please provide structural construction drawings for the pool and spa areas that are sealed by an engineer registered in the State of Alaska. Please reference the "SP" drawings.

Reviewer Response: 9/30/21 1:54 PM
Deferred submittal items shall be listed on the construction documents by the design professional in responsible charge in accordance with IBC 107.3.4.1. Please provide.

Ref. # 190, 9/30/21 12:47 PM, Cycle 5, Unresolved

Markup: Struc 43, S2.0B.pdf

The calculations call out HSS6x6x1/4 columns; please revise.

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.