Construction | Original | A | 9/20/2017 | SHELLEY | SHELLEY | Per AJE, ok to accept PE of record referencing original soils report (included) as update letter. | | Construction | 996966 | Resubmittal 3 | Original | / | 9/19/2017 | BECKYA | BECKYA | Resubmittal #3 | | Resubmittal 3 | 996751 | Construction | Original | D | 8/31/2017 | SHELLEY | SHELLEY | Please see previous review for code path and requirement for soils investigation. (NOTE - THE DISAPPROVAL COMMENTS ABOVE MAY NOT REPRESENT THE COMPLETE LIST OF COMMENTS. FOR ALL COMMENTS, THE DESIGNER SHALL CONDUCT A FULL EXAMINATION OF THE DISAPPROVED SET, WHICH WILL BE ACCESSIBLE UPON COMPLETION OF ALL DEPARTMENT REVIEWS. AFTER THE DESIGNER’S EXAMINATION, INDIVIDUAL REVIEWERS ARE AVAILABLE FOR DISCUSSION ON COMMENTS VIA PHONE, EMAIL, OR IN PERSON.) | | Construction | 991899 | Resubmittal 2 | Original | / | 8/30/2017 | BECKYA | BECKYA | Resubmittal #2 | | Resubmittal 2 | 991796 | Construction | Original | D | 8/24/2017 | SHELLEY | SHELLEY | Per RBC R401.1.1, a foundation is required to be designed by a licensed Colorado design professional, therefore any modifications to a foundation system also have the same requirements. Section R401.4 states that a soils test is required for all buildings unless exempted in R401.1.1, which this is not. Some sort of soils analysis, either letter or report format, stamped by a Colorado licensed design professional is required, and it must be dated within the last 2 years. (NOTE - THE DISAPPROVAL COMMENTS ABOVE MAY NOT REPRESENT THE COMPLETE LIST OF COMMENTS. FOR ALL COMMENTS, THE DESIGNER SHALL CONDUCT A FULL EXAMINATION OF THE DISAPPROVED SET, WHICH WILL BE ACCESSIBLE UPON COMPLETION OF ALL DEPARTMENT REVIEWS. AFTER THE DESIGNER’S EXAMINATION, INDIVIDUAL REVIEWERS ARE AVAILABLE FOR DISCUSSION ON COMMENTS VIA PHONE, EMAIL, OR IN PERSON.) | | Construction | 989895 | Resubmittal 1 | Original | / | 8/24/2017 | BECKYA | BECKYA | Resubmittal #1 | | Resubmittal 1 | 989804 | Construction | Original | D | 8/18/2017 | SHELLEY | SHELLEY | Soils report must be less than 2 years old - provide update letter; clarify what is being used - design calls for micropiles, yet helical pier ES report is provided - either remove the helical pier report and follow the design, or have the design changed to us helical piers. (NOTE - THE DISAPPROVAL COMMENTS ABOVE MAY NOT REPRESENT THE COMPLETE LIST OF COMMENTS. FOR ALL COMMENTS, THE DESIGNER SHALL CONDUCT A FULL EXAMINATION OF THE DISAPPROVED SET, WHICH WILL BE ACCESSIBLE UPON COMPLETION OF ALL DEPARTMENT REVIEWS. AFTER THE DESIGNER’S EXAMINATION, INDIVIDUAL REVIEWERS ARE AVAILABLE FOR DISCUSSION ON COMMENTS VIA PHONE, EMAIL, OR IN PERSON.) | | Construction | 988118 | Floodplain | Original | N | 8/17/2017 | RBD GIS | RBD GIS | Autogenerated Review: Outside 100 Year Floodplain | | Floodplain | 987688 |
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