| Date |
Text |
| 2003-08-13 00:00:00 | 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) SUBMIT A SOIL BORING TEST REPORT AS |
| | REQUIRED BY FBC 1804.2.2. |
| | |
| | 4) THE GLASS BLOCK IN THE MASTER BATH |
| | AND BATH 2 ARE IN HAZARDOUS LOCATIONS |
| | AND ARE REQUIRED TO BE TEMPERED OR HAVE |
| | A UNIFORM FACE THICKNESS OF 0.25" PER |
| | FBC 2405.2. |
| | |
| | 5) THE FULL BATH ON THE FIRST FLOOR IS |
| | REQUIRED TO HAVE A DOOR WITH A 29" CLEAR |
| | OPENING PER FBC 11-4.23.2. |
| | |
| | 6) FBC 1609.4 DOES NOT ALLOW THE ONE- |
| | THIRD INCREASE IN THE STEEL CALCULATIONS |
| | FOR COMBINATION LOADS. PLEASE REVISE THE |
| | VALUES LISTED IN THE ANCHOR SCHEDULES ON |
| | SHEETS A7 AND A8 TO VALUES THAT DO NOT |
| | INCLUDE THIS INCREASE. SEE THE 2003 USP |
| | CATALOG. |
| | |
| | 7) THE 10'X 8' SLIDING GLASS DOOR (M) IS |
| | NOT LISTED IN THE WINDLOAD SCHEDULE ON |
| | A1. |
| | |
| | 8) THE OVERHEAD GARAGE DOOR PRODUCT |
| | APPROVAL DOES NOT MEET THE PRESSURES |
| | LISTED IN THE WINDLOAD SCHEDULE ON A1. |
| | |
| | 9) THE SH35 WINDOWS (W) AND (Y) WILL |
| | REQUIRE 3/16" TEMPERED GLASS TO MEET THE |
| | SPECIFIED WINDLOADS ACCORDING TO THE |
| | PRODUCT APPROVAL THAT WAS SUBMITTED. |
| | |
| | 10) THE PRODUCT APPROVAL FOR THE DOUBLE |
| | ENTRY DOOR DOES NOT MEET THE WINDLOAD |
| | PRESSURES LISTED ON THE PLANS. |
| | |
| | 11) PLEASE REVIEW THE WINDLOAD PRESSURES |
| | ON THE PLANS THEY MAY BE HIGHER THAN |
| | NEEDED FOR EXPOSURE B. |
| | |
| | 12) THE KEY PLAN AND SCHEDULE FOR THE |
| | STORM PANELS DO NOT MATCH THE PLANS. |
| | PLEASE CORRECT. |
| | |
| | 13) THE PRODUCT APPROVAL FOR THE STORM |
| | PANELS LISTS THE MINIMUM PANEL LENGTH |
| | FOR DIRECT MOUNT INSTALLATIONS AS 46". |
| | THE SCHEDULE LISTS SMALLER LENGTHS. |
| | PLEASE CORRECT. |
| | |
| | 14) THE CALK-IN ANCHORS ARE HI-LITED ON |
| | THE PRODUCT APPROVAL FOR HOLLOW CONCRETE |
| | BLOCK. THEY CAN NOT BE USED FOR HOLLOW |
| | CONCRETE BLOCK WITH C1 CONNECTION TYPE. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
