| Plan Review Notes For Permit 07070447 |
| Permit Number |
07070447 |
|
| Review Stop |
B |
| Sequence Number |
5 |
|
| Notes |
| Date |
Text |
| 2008-02-06 14:23:57 | 2004 FBC W/2007 REVISIONS | | | | | | THE REVISION TO ADD 2 X 6 BEARING WALL AND NEW BEAM IS | | | DENIED | | | | | | 1) ON SHEET A-4 THE NEW 2 X 6 BEARING WALL IS SPECIFIED | | | AS AN EXISTING WALL ACCORDING TO THE WALL LEGEND. | | | PLEASE REVISE. 2004 FBC 106.1.3* CITY AMENDMENTS. | | | | | | 2) ON SHEET A-2 THE 2 X 6 BEARING WALL IS SPECIFIED AS | | | A 4" WALL. IT WILL NEED TO BE REVISED. 2004 FBC | | | 106.1.3* CITY AMENDMENTS | | | | | | 3) ON SHEET A-5 THE NEW ROOF GIRDER BEAM IS SPECIFIED | | | AS 3 - 2 X 10S AND IN THE CONNECTOR SCHEDULE A SIMPSON | | | LGUM 210-2, WHICH IS FOR A TWO MEMBER GIRDER IS | | | SPECIFIED. PLEASE CORRECT. 2004 FBC 106.1.1* CITY | | | AMENDMENTS. | | | | | | 4) SUBMIT SIGNED AND SEALED CALCULATIONS FROM THE | | | ENGINEER SHOWING THAT THE 3 -2 X 10 GIRDER SPANNING | | | MORE THAN 15 FEET IS ADEQUATE TO RESIST THE ROOF LIVE | | | AND DEAD LOADS WITH THE CEILING ATTACHED. 2004 FBC | | | 106.1.2* CITY AMENDMENTS. | | | | | | 5) SPECIFY THE CONNECTORS THAT WILL BE USED TO ATTACH | | | THE NEW TRUSSES AND RAFTERS TO THE 2 X 6 BEARING WALL. | | | 2004 FBC 106.1.3* CITY AMENDMENTS. | | | | | | 6)PROVIDE A DETAIL OF THE 2 X 6 BEARING WALL | | | SPECIFYING THE CONNECTORS, ANCHOR BOLTS, ETC. THAT WILL | | | BE USED TO PROVIDE A CONTINUOUS LOAD PATH. FBC R601.2 | | | | | | ROBERT MCDOUGAL | | | BLDG. PLAN REVIEW | | | (561)805-6714 | | | [email protected] |
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