| Plan Review Notes For Permit 06110590 |
| Permit Number |
06110590 |
|
| Review Stop |
B |
| Sequence Number |
7 |
|
| Notes |
| Date |
Text |
| 2008-03-14 12:30:01 | BUILDING REVIEW COMMENTS | | | | | | | | | ALL NEW MECHANICAL EQUIPMENT SHALL BE INSTALLED AT THE | | | MINIMUM ELEVATION OF 7.5' IN FLOOD ZONE A-5. THE | | | ELEVATION CERTIFICATE PROVIDED LISTS THE EQUIPMENT AT | | | 6.1'. | | | | | | PLEASE PROVIDE A TERMITE TREATMENT CERTIFICATE FROM | | | HULETT ENVIRONMENTAL SERVICES STATING THAT ALL | | | AREASUNDER THE NOW EXISTING STRUCTURE HAVE BEEN TREATED | | | FOR TERMITES. THE INFORMATION PROVIDED FROM HULETT | | | SERVICES IS NOT CLEAR WHETHER IT COVERS THE ENTIRE | | | FOOTPRINT OF THE BUILDING. | | | | | | ADDITIONAL PERMITS ARE REQUIRED FOR MECHANICAL, | | | PLUMBING, ELECTRICAL, ETC,,,,, | | | | | | SUBMIT THE INDEPENDENT EQUIPMENT TESTING COMPANY'S | | | CALIBRATION CERTIFICATES FOR THE EQUIPMENT (MANIFOLD, | | | LOAD CELLS, ETC.) USED TO LIFT THE HOUSE, SO THAT THE | | | ACCURACY OF THE STATED HOUSE WEIGHT CAN BE VERIFIED. | | | | | | SUBMIT ENGINEER'S CALCULATIONS TO SHOW THAT, SINCE | | | THERE ARE NO REBAR TIES BETWEEN THE FOUNDATION CONCRETE | | | AND THE STEM WALL, THE WEIGHT OF THE HOUSE IS | | | SUFFICIENT TO RESIST SHEAR (I.E. SLIDING OFF THE | | | FOUNDATION) AND UPLIFT (RESULTING FROM OVERTURNING | | | ACTION) DUE TO THE WIND PRESSURES DERIVED FROM 140 MPH | | | WIND SPEED. | | | | | | | | | | | | | | | | | | | | | | | | LUIS MARTINEZ | | | 561-805-6710 |
|
