Date |
Text |
2002-02-25 00:00:00 | THE UL 505 CONSTRUCTION DECLARED ON |
| SHEET A.28 SECTION 5 DOES NOT APPEAR TO |
| BE PRACTICAL FOR SHAFT CONSTRUCTION IN |
| THE CONFIGURATION DEPICTED ON THE |
| PLANS.HOW WILL THE JOINTS BE TAPED ON |
| THE INTERIOR OF THE SHAFTS AND THE |
| ANGLES ATTACHED? |
| |
| DETAILS 4/A.27 AND S2.3, WHAT IS THE |
| MATERIAL SHOWN AS "SM WRC 2X6"? |
| |
| PROVIDE SPECIFIC CONSTRUCTION DETAILS |
| INCLUDING CONNECTIONS FOR THE SUSPENDED |
| STUD CEILING SYSTEM SHOWN IN SECTION 3, |
| SHEET A.09. |
| |
| SHEET A35, NOTE 1.04 B, CALLS OUT ASCE |
| 7-93, THE DESIGN PRESSURES IN NOTE |
| 2.02ADO NOT AGREE WITH THOSE ON SHEETS |
| A12 - A14, ROOFING NOTES 1D ARE |
| ASCE7-93.SHEET M8 DECLARES THE SOUTH |
| FLORIDA BUILDING CODE AND THE |
| SPECIFICATIONS STILL REFERENCE A 110 |
| MPH WIND DESIGN.PLEASE REVISE AS |
| NECESSARY AND ENSURE COMPLIANCE WITH |
| ASCE 7-95 IN ACCORDANCE WITH SBC 1606.1. |
| 1 |
| |
| THE INFORMATION PROVIDED ON 2/6/02 DOES |
| NOT QUALIFY THE "DYPLAST" MATERIAL AS |
| NON-COMBUSTIBLE AS PROVIDED FOR IN SBC |
| 202. THE "ACROCRETE" PRODUCTS MAY ONLY |
| BE USED IN ACCORDANCE WITH ITS LISTING |
| AND LIMITATIONS CONTAINED IN THAT |
| REPORT. |