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Permit Number: C20-1043
Permit Type: Commercial Building Permit - None BldgNew
Address: W 310 36TH AVE Anchorage
Location: ALOFT HOTEL, 146 ROOMS
Work Description: NEW CONSTRUCTION HOTEL (63,194 SQFT R-1 OCC. VA CONST.) (21,774 SQFT A-2 OCC. VA CONST).  TOTAL SQUARE FOOTAGE 84,968, 146 ROOMS - MJD
Status: Issued
Project Name: ALOFT HOTEL
Review Type: Structural
Result: Correction
Result Date: 2/14/2020 4:05:43 PM

Comments:

 Code SectionReview CommentStatus



Advisory Information:


Permit #: C20-1043

Project: Aloft Hotel

Date: 2020 February 14

____________________________________________________________________________________

 

PERMIT STATUS

02/04/2020 – F&G approved. Review still in progress.

02/14/2020 – F&F review complete. Comments issued.

 

 

ADVISORY COMMENT (NO RESPONSE REQUIRED) 

This review is based on the requirements of the Anchorage Municipal Code (AMC), 2012 International Building Code (IBC), 2012 International Residential Code (IRC) and all adopted references thereto as amended by MOA. The following comments must be addressed before a permit can be issued. The approval of plans and specifications does not permit the violation of the codes, or any federal, state or local regulations.

 

 

F&F COMMENTS (02/14/2020)

Note: Resolve comments below for at-risk F&F approval.

 

1. GRADE BEAMS

a. Perimeter foundation walls appear to be entered as a rectangular “30x16” in RISA. Is this representative of an 8” foundation wall specified on the plans? Please clarify.

 

b. From the RISA results on page 95-96 of the calculations, spacing of shear reinforcing seems to be 7”-10” for grade beams, instead of the 12” spacing specified on S3.01. Please verify.

 

2. SHEARWALLS

The shearwall schedule on S3.07 specifies 8d nailing, but shearwall design spreasheet on page 51 of the calculations seems to be based on 10d nailing. Please clarify.

 

3. ANCHORS

Is Note 6 in the schedule on 1/3.04 relevant to this project?

 

BUILDING COMMENTS

Note: Review still in progress.

 

5. STRUCTURAL PLANS

Provide full structural submittal for review.

 

6. FIRE PROTECTION

The code summary on sheet A0.01 indicates structural elements such as columns and trusses require 1 hour protection, but protection provided is specified as 0 hours. Why is the protection less than required?

[Reference: IBC 2012 Table 601]

 

i. DEFERRED SUBMITTALS (NO RESPONSE REQUIRED)

The following items have been listed as deferred submittal items on sheet S1.03:

 

·       Holdown System

·       Wood Trusses

·       Roofing Attachment

·       Mechanical Unit Restraint

·       Swimming Pool Design

 

All deferred submittals must be sealed by a Professional Engineer licensed in the State of Alaska.  Submittals must be reviewed for general conformance by the Registered Design Professional prior to submitting to Building Safety for review.  Deferred submittals must be reviewed and approved by Building Safety prior to installation/construction.

[Reference:  AMC § 23.10.104.11]

 

 

Please provide a written response to the comments and include one copy of additional or revise calculations, and two copies of additional or revised drawings. While not required it is extremely helpful to the reviewer if the response indicates where in the submittal each comments has been addressed.

 

All submittals should be sent to the permit manager.


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