| 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 THAT IS SHOWN 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 OF TWO 2X4 WOOD POST AND THE |
| | NOTE ON THE FOUNDATION PLAN ON S1 AT THE |
| | C2 LOCATION CALLS FOR THREE 2X4 WOOD |
| | POST. PLEASE CORRECT. |
| | |
| | 6) STRESS INCREASES FOR SHORT TERM |
| | LOADING OF STEEL IS NO LONGER ALLOWED TO |
| | BE TAKEN BY FBC 1609.4.3. SEE THE 2003 |
| | USP 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. ON A5 TO INDICATE THAT 3/8" HIGH |
| | RIB METAL LATH IS REQUIRED TO BE |
| | FASTENED AT EACH RIB (4"O.C.) AS |
| | REQUIRED BY ASTM C 1063. |
| | |
| | 8) PROVIDE PRODUCT APPROVAL FOR SLIDING |
| | GLASS DOORS. |
| | |
| | 9) ONE OF THE ENGINEERED PRODUCT |
| | APPROVALS FOR THE DESIGNER SHAPED FIXED |
| | GLASS WINDOWS IS MISSING FROM THE |
| | SUBMITTALS. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
