Review Comments

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Permit Number:	C21-1711
Permit Type:	Commercial Building Permit - None BldgAdd
Address:	W 330 DIMOND BLVD Anchorage
Location:
Work Description:	EPLANS - 2106 SF - VB CONSTRUCTION - CONSTRUCTION OF NEW MEZZANINE FOR ADDITIONAL BREAKROOM OVER EXISTING EMPLOYEE LOUNGE - ADB MG2 CORPORATION PAID $1720.68 FOR PLAN REVIEW FEES - ADB 8/10/21 COSTCO PAID REMAINING BALANCE 11/17/21 - ADB ELECTRONIC FOLDER - SEE ATTACHMENTS
Status:	Closed
Project Name:	EPLANS - COSTCO
Review Type:	Structural
Result:	Correction
Result Date:	8/26/2021 9:41:52 AM

Comments:

	Code Section	Review Comment	Status

Advisory Information:

Note: Comment information provided here is automatically generated and provided for reference only. Please view comment markups directly in ePlans for full context. ePlans logins are available by contacting the permit Review Coordinator.

10	1	Structural Grant Gephardt 8/24/21 12:09 PM	Changemark STRUCT-CALCS-001 Site Coefficient Fa is required to be 1.2 if Site Class D is assumed per ASCE 7-16 11.4.3-4. Please update calculations and design as required.	STRUCTURAL CALCULATION.pdf	Unresolved
11	1	Structural Grant Gephardt 8/24/21 12:18 PM	Changemark STRUCT-S0.1-001 Unlikely to affect this project, but this location is in 145 mph Zone II per the MOA's Wind Speed Map: https://www.muni.org/departments/ocpd/development-services/permits-inspections/documents/wind_bowl_sq.pdf. Please update criteria.	S0.1.pdf	Unresolved
12	1	Structural Grant Gephardt 8/25/21 12:37 PM	Changemark STRUCT-S1.1-001 This appears to be an independent structure. How is seismic separation from the existing building elements such as columns and walls achieved? What is the required separation? Please clarify the intent. [Reference: ASCE 7-16 12.12.3]	S1.1.pdf	Unresolved
13	1	Structural Grant Gephardt 8/25/21 4:43 PM	Changemark STRUCT-S0.1-002 Where is the yield strength for light gauge steel floor members specified? Please provide or indicate where this information is already called out.	S0.1.pdf	Unresolved
14	1	Structural Grant Gephardt 8/26/21 9:16 AM	Changemark STRUCT-CALCS-002 Please provide the analysis for the Titen anchors for these holddowns per ER-124 Sec. 4.1.4.	STRUCTURAL CALCULATION.pdf	Unresolved
15	1	Structural Grant Gephardt 8/26/21 9:25 AM	Comment Please provide a letter from the Owner indicating who they will be hiring to provide the special inspections for this project. The special inspectors must be licensed by the Municipality of Anchorage in the types of inspections to be performed. [Reference: IBC 2018 § 1704.2, AMC § 23.15.1703.7]		Unresolved
16	1	Structural Grant Gephardt 8/26/21 9:37 AM	Changemark STRUCT-S1.1-002 Is 1600S162-54 an available shape? It's not listed in the SSMA catalog. Please verify.	S1.1.pdf	Unresolved