| Date |
Text |
| 2001-07-31 00:00:00 | A SITE PLAN IS NECESSARY TO LOCATE THE |
| | BUILDING ON THE PROPERTY. |
| | |
| | THE 14" DIA. AUGERCAST PILE DEPTHS WILL |
| | EXCEED 30 TIMES THEIR DIAMETER AND MUST |
| | BE INSTALLED UNDER THE DIRECT |
| | SUPERVISION OF AN ENGINEER.PLEASE |
| | PROVIDE AFFIRMATION OF THIS.SEE SBC |
| | 1809.2.2. |
| | |
| | SHEET S16 "SPECIALTY ENGINEERING NOTES" |
| | CITES THE SFBC AS DOES S17 UNDER |
| | STRUCTURAL LOADING.PROVIDE |
| | AFFIRMATION THAT THE DESIGN WILL COMPLY |
| | WITH SBCCI, 1997 AND ASCE 7-95.PLEASE |
| | PROVIDE A COPY OF THE WIND TUNNEL |
| | TESTING AND THE SOIL INVESTIGATION |
| | RECOMMENDATIONS. |
| | |
| | PROVIDE A THRESHOLD INSPECTION PLAN AND |
| | CONTACT DON NEELY ASSISTANT BUILDING |
| | OFFICIAL TO COORDINATE THE THRESHOLD |
| | INSPECTOR.561-659-8096 X 8333. |
| | |
| | PLEASE PROVIDE A DETAIL OR WRITTEN |
| | NARRATIVE ON THE METHOD OF INSTALLING |
| | THE AUGER CAST THROUGH THE 5' THICK |
| | FOUNDATION MAT AS SHOWN IN SECTION 5/S2. |
| | |
| | SHEET S17 THE LIVE LOADS ARE NOT CLEAR, |
| | (TYPO)THE PLYWOOD ROOF SHEATHING SHOWN |
| | IS NOT ALLOWED IN TYPE I OR II |
| | CONSTRUCTION.SEE SBC 603 & 604. |
| | |
| | SHOW THE DESIGN FOUNDATION CAPACITY AND |
| | HOW IT WAS DETERMINED. |
| | |
| | BEFORE A PERMIT TO CONSTRUCT MAY BE |
| | ISSUED IMPACT FEES MUST BE PAID TO PALM |
| | BEACH COUNTY, THE PERMIT PLANS STAMPED |
| | BY THEM AND A COPY OF THE RECEIPT |
| | ATTACHED TO THE PERMIT APPLICATION. |
| | CALL 561-233-5025 FOR MORE INFORMATION. |
