| Date |
Text |
| 2006-08-01 00:00:00 | DENIED |
| | |
| | 1) THE DESIGN WIND PRESSURES FOR THE |
| | WIND AND DOOR OPENINGS ON THE PLANS ARE |
| | INCORRECT. THE SIMPLIFIED PROVISIONS FOR |
| | DETERMINING THE WINDLOAD PRESSURES IN |
| | FBC 1609.6 CAN NOT BE USED FOR BUILDINGS |
| | MORE THAN 60 FEET IN HEIGHT. WINDLOADS |
| | FOR THIS STRUCTURE MUST BE DETERMINED BY |
| | ASCE7-02. SUBMIT SIGNED AND SEALED |
| | WINDLOAD CALCULATIONS FROM A FLORIDA |
| | LICENSED DESIGN PROFESSIONAL EXPERIENCED |
| | IN THIS TYPE OF WORK FOR THE WINDOW AND |
| | DOOR OPENINGS. |
| | |
| | 2) PRODUCT APPROVAL FOR THE STORM PANELS |
| | DOES NOT SPECIFY A FASTENER FOR |
| | ATTACHMENT TO STEEL. THE IMPACT |
| | PROTECTION DEVICES ARE REQUIRED TO BE |
| | TESTED AND MUST MEET THE REQUIREMENTS |
| | LISTED IN FBC 1609.1.4. YOU CAN NOT |
| | SPECIFY FASTENERS FROM ANOTHER PRODUCT. |
| | THEREFORE THEY CAN NOT BE INSTALLED AS |
| | YOU HAVE INDICATED. |
| | |
| | 3) THE KEY PLAN SPECIFIES 13'-2" PANELS |
| | AT THE DOORS. THIS EXCEEDS THE MAXIMUM |
| | SPAN ALLOWED BY PRODUCT APPROVAL. PLEASE |
| | CLARIFY. |
| | |
| | 4) PLEASE USE THE INSTALLATION SCHEDULE |
| | LOCATED AT THE BACK OF THE IMPACT |
| | PROTECTION STANDARD ATTACHED TO |
| | COMMENTS. |
| | |
| | 5) PLEASE PROVIDE A BREAKDOWN AS TO THE |
| | TIME IT WILL TAKE TO INSTALL AN |
| | INDIVIDUAL PANEL, THE NUMBER OF PANELS |
| | AND THE TOTAL TIME FOR COMPLETE |
| | INSTALLATION OF ALL PANELS PER REQUEST |
| | OF BUILDING OFFICIAL. |
| | |
| | 6) EMERGENCY EGRESS FROM THE UNIT MUST |
| | BE MAINTAINED WHILE SHUTTERS ARE |
| | INSTALLED. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | |
