| Date |
Text |
| 2001-01-08 00:00:00 | DESIGN COMPLIANCE FORM SPECIFYS SBC 1997 |
| | THE NOTES ON PLAN S-2.1 SPECIFYS ASCE 7- |
| | 93. CLARIFY WHICH DESIGN CRITERIA WAS |
| | USED.NOTE THAT ASCE 7-93 IS INVALID |
| | EDITION & ASCE 7-95 IS THE VALID CRITERI |
| | ALSO NOTE THAT ASCE 7-95 CLASSIFYS OUR |
| | LOCATION IN A 145 MPH ZONE. |
| | |
| | THERE ARE NOTES ON THE PLAN THAT SPECIFY |
| | THAT RATIONAL ANALYSIS WAS USED IN THE |
| | DESIGN. CLARIFY HOW THE WIND PRESSURES |
| | WERE DETERMINED USING THIS METHOD. |
| | |
| | |
| | DESIGN PARAMETERS SPECIFYS REQUIRING |
| | A 2500 PSF SOIL BEARING PRESSURE AND ON |
| | PLAN S1 THE SOIL PRESSURE STATEMENT |
| | SPECIFYS A 2000 PSF. CLARIFY |
| | |
| | |
| | THE DESIGN COMPLIANCE FORM SPECIFYS A |
| | MEAN ROOF HEIGHT OF 15 FEET. I CALCULATE |
| | THE MEAN ROOF HT TO BE 16.6.CLARIFY |
| | |
| | |
| | PLAN S-2.1, ROOF TRUSS SUPERLOADS BOX |
| | SPECIFYS A BASIC WIND PRESSURE OF 26.3. |
| | THIS PRESSURE DOES NOT COINCIDE WITH THE |
| | PRESSURES IN TABLE 1606.2A SBC FOR A |
| | MEAN ROOF HT OF 15 FEET. |
| | |
| | PROVIDE THE CALCULATIONS FOR ATTACHING |
| | THE ROOF TILES AS PER THE PRODUCT APPROV |
| | SEE TABLE 2 |
| | |
| | NEEDS ENERGY CALCULATIONS FORM 600 |
