| Date |
Text |
| 2006-09-29 00:00:00 | REVISION DENIED BY BUILDING |
| | |
| | 1) SITE DRAINAGE PLAN ON SHEET SP-1 |
| | SPECIFIES A RETAINING WALL (DETAIL 2) |
| | THAT WILL REQUIRE A SEPARATE PERMIT. THE |
| | SITE PLAN SUBMITTED WITH PERMIT |
| | #06060255 FOR THE PRIVACY WALL/RETAINING |
| | DOES NOT INDICATE THE RETAINING WALL |
| | SHOWN ON THIS SITE PLAN. A SEPARATE |
| | PERMIT IS REQUIRED FOR THE NEW SECTION |
| | OF RETAINING WALL. |
| | |
| | 2) WHEN SUBMITTING FOR PERMIT THE |
| | FOLLOWING ITEMS WILL BE REQUIRED:EASMENT |
| | RELEASES, SITE PLANS, NOTICE OF |
| | COMMENCEMENT. THE RETAINING WALL IS |
| | REQUIRED TO COMPLY WITH THE FOLLOWING |
| | SECTIONS OF THE 2004 FBC 1806.1 GENERAL. |
| | |
| | WALLS BUILT TO RETAIN OR SUPPORT THE |
| | LATERAL PRESSURE OF EARTH OR WATER OR |
| | OTHER SUPERIMPOSED LOADS SHALL BE |
| | DESIGNED AND CONSTRUCTED OF MASONRY, |
| | CONCRETE, STEEL SHEET PILING OR OTHER |
| | APPROVED MATERIALS. |
| | 1806.2 DESIGN. |
| | RETAINING WALLS SHALL BE DESIGNED TO |
| | RESIST THE DESIGN LATERAL SOIL LOADS IN |
| | SECTION 1610 , INCLUDING BOTH DEAD AND |
| | LIVE LOAD SURCHARGES TO WHICH SUCH WALLS |
| | ARE SUBJECTED, AND TO ENSURE STABILITY |
| | AGAINST OVERTURNING, SLIDING, EXCESSIVE |
| | FOUNDATION PRESSURE AND WATER UPLIFT. |
| | |
| | 3) THE DRAINAGE PLAN FOR PERMIT |
| | #04120902 CAN BE DONE AS A SUBMITTAL. |
| | HOWEVER, THE INFORMATION SHOWN ON THE |
| | DRAWINGS MUST BE ACCURATE AND BEEN DONE |
| | WITH PERMITS. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | |
| | |
| | |
| | |
