| Date |
Text |
| 2008-04-03 07:55:56 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 08030674 |
| | ADD: 2000 PRESIDENTIAL WAY #1201 |
| | CONT: CATEGORY 5 HURRICANE SHUTTERS |
| | TEL: (561)620-9152 |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2007 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | REVIEW: 1ST 4-2-08 |
| | ACTION: DENIED |
| | |
| | 1)--- VERY IMPORTANT STATEMENT --- |
| | PLEASE DO NOT IGNORE! |
| | WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION & |
| | REMOVE & REPLACE ANY PAGES AS NECESSARY. A TRANSMITTAL |
| | LETTER LISTING THE ORIGINAL REVIEW COMMENT NUMBER, WITH |
| | A DESCRIPTION OF THE REVISION MADE, IDENTIFYING THE |
| | SHEET OR SPECIFICATION PAGE WHERE THE CHANGES CAN BE |
| | FOUND WILL HELP TO EXPEDITE YOUR PERMIT. THANK YOU FOR |
| | YOUR ANTICIPATED COOPERATION. |
| | |
| | 2)THE DESIGN PRESSURES SUBMITTED SEEMS LOW FOR THE |
| | HEIGHT OF THE BUILDING. WHEN USING THE DESIGN PRESSURES |
| | FROM TABLE 1609.6.2.1(2) AND TABLE 1609.6.2.1(4) FOR |
| | EXPOSURE {C} FOR BUILDINGS 60 FEET IN HEIGHT, THE |
| | DESIGN PRESSURES ARE FAIRLY CLOSE TO THE PRESSURES |
| | SUBMITTED FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 188 |
| | FEET. ON THE CALCULATION SHEET, STATE WHAT METHOD IS |
| | BEING USED TO ACHIEVE THE DESIGN PRESSURES. |
| | |
| | 3)FBC 1609.1.1 |
| | WIND LOADS ON EVERY BUILDING OR STRUCTURE SHALL BE |
| | DETERMINED IN ACCORDANCE WITH SECTION 6 OF ASCE 7. WIND |
| | SHALL BE ASSUMED TO COME FROM ANY HORIZONTAL DIRECTION |
| | AND WIND PRESSURES SHALL BE ASSUMED TO ACT NORMAL TO |
| | THE SURFACE CONSIDERED. THE ENGINEER SHALL STATE |
| | HIS/HER DESIGN CRITERIA ON EACH CALCULATION SHEETS. THE |
| | SHEETS SUBMITTED DOES NOT STATE THIS INFORMATION. |
| | |
| | MYRON JACOBS |
| | BUILDING PLAN REVIEWER |
| | (561)805-6726 |
| | [email protected] |
