| Plan Review Notes For Permit 10090014 |
| Permit Number |
10090014 |
|
| Review Stop |
B |
| Sequence Number |
3 |
|
| Notes |
| Date |
Text |
| 2010-11-19 14:55:34 | BUILDING REVIEW THIRD CHECKLIST. 2007 FBC W/ 2009 | | | REVISIONS. | | | | | | ***ORIGINAL COMMENT: | | | 1- ENGINEER TO PROVIDE ENGINEERING ANALYSIS SHOWING HOW | | | THE AWNING WILL RESIST THE 150 MPH, 3 SECOND GUST LOADS | | | IN EXPOSURE "C" WHEN THE COVER IS IN PLACE. SEC. | | | 106.1.2 CITY AMENDMENTS TO FBC. | | | | | | ***RESPONSE TO INFORMATION SUBMITTED: | | | REVISE GENERAL NOTES ON SHEET #2: (A)NOTE #3 STATES | | | THAT COVER MUST BE REMOVED WHEN WINDS IN EXCESS OF 74 | | | MPH ARE EXPECTED. | | | | | | (B) NOTE #4 STATES THAT FRAMES WITHOUT FABRIC TO | | | WITHSTAND 146 MPH WINDS PER FBC 2004 PER SEC. 1619. | | | COVER IS SUPPOSED TO BE ON AND REVISE CODE YEAR AND | | | SECTION. | | | | | | (C) NOTE #5 STATES THAT FRAMES WITH FABRIC COVERS ON | | | ARE DESIGNED FOR 90 MPH ONLY. | | | | | | (D) NOTE #6 STATES THAT FRAMES WITHOUT COVERS DESIGNED | | | AS PER ASCE 7-05. NEED TO BE CLEAR IF DESIGNING THE | | | FRAME TO HAVE THE COVER OR NOT. | | | | | | (E) ENGINEER CALCULATIONS PROVIDED ARE DONE FOR 140 MPH | | | WIND LOADS. GENERAL NOTES ON SHEET #2 SPECIFY 146 MPH | | | WIND LOADS. REVISE CALCULATIONS AS REQUIRED. | | | | | | | | | JULIO GOMEZ | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561)805-6712 |
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