| Plan Review Notes For Permit 01101917 |
| Permit Number |
01101917 |
|
| Review Stop |
R |
| Sequence Number |
2 |
|
| Notes |
| Date |
Text |
| 2002-01-03 00:00:00 | SECOND CHECKLIST: | | | 1-ENERGY CALCULATIONS WERE NOT REVISED. | | | UNDER ATTIC AREA IS INCORRECT. SEE SEC | | | 604.1.A.1 FLORIDA ENERGY CODE, 1997 ED | | | | | | NOTE:THIS ITEM WAS REQUESTED ON PREVIOUS | | | CHECKLIST AND ON OTHER REVIEWS. STILL, | | | ENERGY CALCS ARE RESUBMITTED UNCHANGED | | | | | | 2-PROVIDE UPLIFT & GRAVITY CALCULATIONS | | | FOR BASE DETAIL AT STEEL COLUMNS. | | | ALSO, COMPLETE DETAIL SHOWING COLUMN | | | MIN. EMBEDMENT ETC. | | | 3-CONNECTOR SPECIFIED FOR TRUSS H7B DOES | | | NOT RESIST THE UPLIFT LOADS CALCULATED | | | ON ENGINEERED TRUSSES. | | | ALSO, CLEARLY INDICATE SIZE OF | | | CONNECTOR SPECIFIED. EG: THERE ARE | | | SEVERAL SIZES OF HETAL CONNECTORS. |
|
