| Date |
Text |
| 2003-07-17 00:00:00 | SHEET SPC 1, NOTE 13 SPECIAL |
| | CONSTRUCTION DECLARE AN IMPORTANCE OF |
| | FACTOR OF 1.0.THE USA METAL BUILDING |
| | CALCULATIONS DATED 7/10/03 SHOW AN |
| | IMPORTANCE FACTOR OF 0.70 BEING USED ON |
| | PAGE 29.THIS IS NOT A CATEGORY I |
| | BUILDING IT IS AT LEAST A CATEGORY II |
| | (1.0 FACTOR) IF NOT A CATEGORY IV, |
| | (1.15) BEING AN ANCILLARY BUILDING TO |
| | AN ESSENTIAL FACILITY.PLEASE REVISE |
| | THE CALCULATIONS AND DESIGN AS NECESSARY |
| | |
| | ALSO, THE 0.7 DECLARED DOES NOT AGREE |
| | WITH THE 0.77 IN TABLE 6-1 OF ASCE 7-98. |
| | |
| | THE WAYNE DALTON DS-350 TEST REPORT, |
| | SIGNED, SEALED AND DATED 10/10/2000 |
| | DECLARES A DESIGN PRESSURE OF 31 PSF |
| | FOR THE OVERHEAD DOORS.THIS IS LESS |
| | THAN THE PRESSURES CONTAINED IN THE |
| | ABOVE MENTIONED USA CALCULATIONS THAT |
| | SHOW PRESSURES OF 38 AND 46 |
| | RESPECTIVELY FOR ZONES 4 AND 5 EVEN |
| | WHEN USING THE 30% REDUCTION. |
| | |
| | THE TEST REPORT DOES NOT INDICATE THE |
| | TEST PERIOD OF 3600/V AS REQUIRED BY |
| | FBC 1707.4.3. |
| | |
| | SHOW THE METHOD OF HURRICANE MISSILE |
| | IMPACT RESISTANCE FOR THE GLAZED |
| | SKYLIGHTS. SEE FBC 2604.1.2.1 AND FBC |
| | 1606.1.4. |
