| Date |
Text |
| 2003-05-05 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 THE CITY AMENDMENTS TO THE |
| | FBC 1804.2.2. |
| | |
| | 3) THE COVERED PATIO SHOWN ON THE |
| | SURVEY DOES NOT MATCH 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 |
| | TWO 2X4S FOR POST C2 AND THE NOTE ON THE |
| | FOUNDATION PLAN AT C2 SPECIFIES THREE |
| | 2X4S FOR THE POST. PLEASE CLARIFY. |
| | |
| | 6) STRESS INCREASES FOR THE SHORT TERM |
| | LAOD OF STEEL ARE 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) PLEASE REVISE NOTE #7 UNDER EXTERIOR |
| | SOFFIT SPECS. ON A5 TO INDICATE THAT |
| | 3/8" HIGH RIB METAL LATH IS REQUIRED TO |
| | BE FASTENED AT EVERY RIB (4"O.C.) PER |
| | ASTM C 1063. PLEASE CORRECT. |
| | NOTES 4 AND 5 ARE THE SAME. |
| | |
| | 8) PROVIDE A PRODUCT APPROVAL FOR THE |
| | OUTSWING GLAZED DOOR AT THE CABANA BATH. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
