| Plan Review Notes For Permit 01091666 |
| Permit Number |
01091666 |
|
| Review Stop |
R |
| Sequence Number |
3 |
|
| Notes |
| Date |
Text |
| 2002-01-10 00:00:00 | TRUSSES DENIED | | | | | | 1) THE TRUSS DRAWINGS REFERENCE ASCE7-98 | | | THIS IS NOT THE CORRECT DESIGN CRITERIA, | | | FOR THE CODE CURRENTLY ADOPTED BY THE | | | CITY OF WPB.THE TRUSSES MUST BE DESIGNED | | | USING ASCE 7-95 (145 MPH) OR 1997 SBC | | | SECTION 1606 (110 MPH). THE TRUSS COVER | | | SHEET LISTS ASCE 7-95 AND 150MPH. PLEASE | | | CORRECT THIS TO BE CONSISTENT WITH THE | | | TRUSS DRAWINGS. | | | | | | 2) THE WIND DESIGN VELOCITY LISTED ON | | | THE TRUSS LAYOUT IS 110 MPH. THIS IS NOT | | | CONSISTENT WITH THE TRUSS DRAWINGS. THE | | | STRUCTURE IS DESIGNED TO ASCE 7-95 (145 | | | MPH), THEREFORE THE TRUSSES MUST MEET | | | THIS CRITERIA. | | | | | | 3) PLEASE REVIEW THE CONNECTOR FOR TRUSS | | | TG1.THE UPLIFT AT JOINT 1 IS 4470# AND | | | THE CONNECTOR SPECIFIED IS TA-5 RATED | | | FOR 2490# UPLIFT. PLEASE CORRECT. | | | | | | IF YOU HAVE QUESTIONS, PLEASE CALL: | | | ROBERT MCDOUGAL | | | BLDG. PLAN REVIEW | | | (561)659-8096 EXT.8202 |
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