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 |
| |