| Date |
Text |
| 2002-07-24 00:00:00 | BUILDING DENIED |
| | |
| | 1) A RECORDED COPY OF THE NOTICE OF |
| | COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 2) PLEASE INDICATE THE ROOF SHEATHING |
| | NAILING SPECIFICATIONS ON THE PLANS. |
| | |
| | 3) IN THE DESIGN LOADS INFORMATION ON |
| | PAGE 2 OF YOUR SIGNED AND SEALED LETTER |
| | THE COMPRESSIVE STRENGTH OF THE MASONRY |
| | UNITS IS GIVEN AS 1900 PSI AND ON SHEET |
| | 2 OF THE PLANS IT IS LISTED AS 1000 PSI. |
| | PLEASE CLARIFY. |
| | |
| | 4) THE COMPONENTS AND CLADDING LISTED |
| | ON SHEET 2 UNDER ROOF GIVES MAXIMUM |
| | WINDLOAD PRESSURES AS +20.3 AND -68.1 |
| | PSF & THE WORST CASE HURRICANE SHUTTER |
| | LOADS ARE GIVEN AS +35.3 AND -47.2 PSF. |
| | PLEASE INDICATE THE WINDLOAD PRESSURES |
| | FOR THE WINDOW AND DOOR OPENINGS OF THE |
| | STRUCTURE. (SEE ITEM # 5 ON PREVIOUS |
| | REVIEW COMMENTS.) |
| | |
| | 5) THE NOTE JUST BELOW THE HURRICANE |
| | SHUTTER INFORMATION STATES THAT TAPCON |
| | INSTALLATIONS ARE BASED ON SIMPSON TITEN |
| | MASONRY SCREW ANCHORS. PLEASE SPECIFY |
| | WHICH INSTALLATIONS YOU ARE REFERING TO. |
| | THIS SHOULD NOT BE REFERING TO THE |
| | INSTALLATION OF THE HURRICANE PANELS, AS |
| | YOU HAVE INDICATED IN ITEM #1 OF YOUR |
| | LETTER THAT YOU WILL BE USING ONLY THE |
| | RAWL CALK-IN ANCHORS. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
