| Date |
Text |
| 2003-05-06 00:00:00 | BUILDING DENIED |
| | |
| | 1) A RECORDED COPY OF THE NOTICE OF |
| | COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 2) PROVIDE A SOIL BORING TEST REPORT AS |
| | REQUIRED BY CITY AMEND. TO FBC 1804.2.2. |
| | |
| | 3) THE COVERED PATIO SHOWN ON THE SURVEY |
| | DOES NOT MATCH THE ONE ON THE PLANS. |
| | |
| | 4) SPECIFY THE LENGTH/EMBEDMENT DEPTH OF |
| | THE 1/2" DIAMETER EXPANSION ANCHORS USED |
| | AT THE WOOD FRAME TO CONCRETE WALL |
| | CONNECTION ON SHEET A6. |
| | |
| | 5) THE COLUMN SCHEDULE ON S1 SPECIFIES |
| | A C2 COLUMN AS A TWO 2X4 WOOD POST. THE |
| | NOTE ON THE FOUNDATION PLAN ON S2, |
| | SPECIFIES A THREE 2X4 WOOD POST. PLEASE |
| | CORRECT. |
| | |
| | 6) STRESS INCREASES FOR SHORT TERM |
| | LOADING OF STEEL ARE NO LONGER ALLOWED |
| | TO BE TAKEN BY FBC 1609.4.3. SEE THE |
| | 2003 FBC CATALOG FOR LOAD VALUES THAT DO |
| | NOT INCLUDE A STRESS INCREASE ON THE |
| | STEEL CALCULATIONS. PLEASE REVISE THE |
| | CONNECTOR UPLIFT VALUES ACCORDINGLY. |
| | |
| | 7) REVISE NOTE 7 UNDER EXTERIOR SOFFIT |
| | SPECS. TO INDICATE THAT 3/8" HIGH RIB |
| | METAL LATH IS REQUIRED TO BE FASTENED |
| | AT EVERY RIB (4"O.C.) PER ASTM C 1063. |
| | NOTES 4 AND 5 ARE THE SAME. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
