| Date |
Text |
| 2015-07-24 13:31:52 | ****CORRECTIONS**** |
| | |
| | SAMANTHA HILL |
| | BUILDING PLANS EXAMINER |
| | [email protected] |
| | 561-805-6724 |
| | |
| | SEE PREVIOUS LIST; COMMENTS NOT ADDRESSED. |
| | |
| | 1. PROVIDE A DRAINAGE PLAN, FBC 2010 RESIDENTIAL 401.3. |
| | |
| | 110.7 IMPACT OF CONSTRUCTION. ALL CONSTRUCTION ACTIVITY |
| | REGULATED BY THIS CODE SHALL BE PERFORMED IN |
| | A MANNER SO AS NOT TO ADVERSELY IMPACT THE CONDITION OF |
| | ADJACENT PROPERTY, UNLESS SUCH ACTIVITY IS |
| | PERMITTED TO AFFECT SAID PROPERTY PURSUANT TO A CONSENT |
| | GRANTED BY THE APPLICABLE PROPERTY OWNER, |
| | UNDER TERMS OR CONDITIONS AGREEABLE TO THE APPLICABLE |
| | PROPERTY OWNER. THIS INCLUDES, BUT IS NOT |
| | LIMITED TO, THE CONTROL OF DUST, NOISE, WATER OR |
| | DRAINAGE RUN-OFFS, DEBRIS, AND THE STORAGE OF |
| | CONSTRUCTION MATERIALS. NEW CONSTRUCTION ACTIVITY SHALL |
| | NOT ADVERSELY IMPACT LEGAL HISTORIC SURFACE |
| | WATER DRAINAGE FLOWS SERVING ADJACENT PROPERTIES, AND |
| | MAY REQUIRE SPECIAL DRAINAGE DESIGN |
| | COMPLYING WITH ENGINEERING STANDARDS TO PRESERVE THE |
| | POSITIVE DRAINAGE PATTERNS OF THE AFFECTED |
| | SITES. ACCORDINGLY, DEVELOPERS, CONTRACTORS AND OWNERS |
| | OF ALL NEW RESIDENTIAL DEVELOPMENT, INCLUDING |
| | ADDITIONS, POOLS, PATIOS, DRIVEWAYS, DECKS OR SIMILAR |
| | ITEMS, ON EXISTING PROPERTIES RESULTING IN A |
| | SIGNIFICANT DECREASE OF PERMEABLE LAND AREA ON ANY |
| | PARCEL OR HAS ALTERED THE DRAINAGE FLOW ON THE |
| | DEVELOPED PROPERTY SHALL, AS A PERMIT CONDITION, |
| | PROVIDE A PROFESSIONALLY PREPARED DRAINAGE PLAN |
| | CLEARLY INDICATING COMPLIANCE WITH THIS PARAGRAPH. UPON |
| | COMPLETION OF THE IMPROVEMENT, A |
| | CERTIFICATION FROM A LICENSED PROFESSIONAL SHALL BE |
| | SUBMITTED TO THE INSPECTOR IN ORDER TO RECEIVE |
| | APPROVAL OF THE FINAL INSPECTION. |
| | |
| | THE DRAINAGE PLAN SHOULD SHOW THE IMPACT OF FILLING |
| | THIS PROPERTY ON THE ADJACENT PROPERTIES. |
| | |
| | 2ND REVIEW - DRAINAGE PLAN SHOWS GRADING TO SHED WATER |
| | ONTO ADJACENT PROPERTIES WHICH HAVE ELEVATIONS OF LESS |
| | THAN 5' (AFTER RAISING SUBJECT PROPERTY TO 7'). |
| | |
| | 2. THIS PROPERTY IS IN A SPECIAL HAZARD FLOOD AREA. |
| | PROVIDE CALCULATIONS TO SHOW THAT THE 2' OF |
| | UNREINFORCED RETAINING WALL WILL RESIST THE LOADS OF |
| | SOIL COMBINED WITH WATER. |
| | |
| | NOT ADDRESSED. THE WALL IS NOT REINFORCED BY |
| | CONVENTIONAL METHODS (STEEL, GROUT). SINCE THIS IS NOT |
| | A TYPICAL CONSTRUCTION METHOD, I CANNOT DETERMINE |
| | WHETHER OR NOT THE DESIGN OF THE 2' WALL WILL BE |
| | SUFFICIENT TO RESIST FLOOD LOADS, WIND LOADS. PLEASE |
| | SHOW COMPLIANCE WITH THE THREE LOADS TO WHICH THE WALL |
| | WILL BE SUBJECT - SOIL/WATER, FLOOD LOADS (MOVING WATER |
| | AGAINST THE SIDE), WIND. |
| | |
| | |
| | |
