| Date |
Text |
| 2003-05-02 00:00:00 | BUILDING DENIED |
| | |
| | 1) IMPACT FEES MUST BE PAID TO PALM |
| | BEACH COUNTY, PLANS STAMPED BY THEM AND |
| | COPY OF RECEIPT SUBMITTED TO CITY OF |
| | WEST PALM BEACH BUILDING DEPARTMENT, |
| | BEFORE A BUILDING PERMIT CAN BE ISSUED. |
| | |
| | 2) A RECORDED COPY OF THE NOTICE OF |
| | COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 3) PROVIDE A SOIL BORING TEST REPORT AS |
| | REQUIRED BY CITY AMEND.TO FBC 1804.2.2. |
| | |
| | 4) THE COVERED PATIO SHOWN ON THE |
| | SURVEY DOES NOT MATCH THE PLANS. |
| | |
| | 5) SPECIFY THE LENGTH/EMBEDMENT DEPTH |
| | OF THE 1/2" DIAMETER EXPANSION ANCHORS |
| | USED AT THE WOOD FRAME TO CONCRETE WALL |
| | CONNECTION ON SHEET A6. |
| | |
| | 6) THE COLUMN SCHEDULE ON S1 SPECIFIES A |
| | TWO (2) 2X4 POST FOR C2. THE NOTE ON THE |
| | FOUNDATION PLAN AT THE C2 LOCATION CALLS |
| | FOR A THREE (3) 2X4 POST. |
| | PLEASE CORRECT. |
| | |
| | 7) STRESS INCREASES FOR SHORT TERM |
| | LOADING ON 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. |
| | |
| | 8) NOTE 7 UNDER EXTERIOR SOFFIT SPECS. |
| | ON A5 DOES NOT INDICATE THAT 3/8" HIGH |
| | RIB METAL LATH IS REQUIRED TO BE |
| | FASTENED AT EACH RIB (4"O.C.) PER |
| | ASTM C 1063. PLEASE CORRECT. |
| | NOTES 4 AND 5 ARE THE SAME. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
