| Plan Review Notes For Permit 02120627 |
| Permit Number |
02120627 |
|
| Review Stop |
B |
| Sequence Number |
2 |
|
| Notes |
| Date |
Text |
| 2003-03-05 00:00:00 | THERE WERE NO STRUCTURAL SPECIFICATIONS | | | PROVIDED WITH THE FOUNDATION PERMIT | | | APPLICATION.THERE IS NO BUILDING | | | PERMIT APPLICATION PENDING. | | | | | | SHEET S38 OF THE CHM PLANS DATED | | | 2/17/03CALL OUT AN 18" DIAMETER | | | AUGERCAST PILING AS TYPICAL 160 TON/ 80 | | | TON TENSION TERMINATING AT -36' NGVD. | | | | | | AS NOTED ON THE 1/23/03 CITY COMMENT | | | LIST, THE SOILS ENGINEER RECOMMENDED AN | | | 18" AUGERCAST PILING TO -50' AND DESIGN | | | LOAD OF 80 TONS COMPRESSION AND 30 TONS | | | TENSION.HOW DID THE EOR DETERMINE THE | | | INCREASED LOADING VALUE AT THE LESSER | | | DEPTH?PLEASE PROVIDE YOUR ANALYSIS AND | | | STRUCTURAL SPECIFICATIONS NOTING WHAT | | | TESTS, STUDIES OR INVESTIGATIONS WERE | | | UTILIZED. | | | | | | AS NOTED ON THE 1/23/03 CITY COMMENT | | | LIST, BEFORE A FOUNDATION PERMIT MAY BE | | | ISSUED, A BUILDING PERMIT APPLICATION | | | MUST BE PENDING, (THERE IS ONLY A $100 | | | PLAN REVIEW), IMPACT FEES MUST BE PAID | | | TO THE COUNTY AND A THRESHOLD INSPECTOR | | | PROVIDED. |
|
