| 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 AS A 145 MPH ZONE. PLAN C1 SPEC |
| | SBC FOR WIND, S2-1 SPECIFYS ASCE 7-95 ? |
| | |
| | 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 OR HOW |
| | IS THIS USED FOR THE DESIGN CALCULATIONS |
| | |
| | DESIGN PARAMETERS SPECIFYS REQUIRING A |
| | 2500 PSF SOIL BEARING PRESSURE AND ON |
| | PLAN S1 2000 PSF IS SPECIFIED.CLARIFY |
| | |
| | |
| | THE DESIGN COMPLIANCE FORM SPECIFYS A |
| | MEAN ROOF HEIGHT OF 15 FEET.I CALCULAT |
| | THE MEAN HT TO BE 16.5 FT. CLARIFY AND |
| | RECALCULATE ALL UPLIFTS. |
| | |
| | |
| | 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 HEIGHT OF 15 FEET. THIS MAY |
| | BE FROM ASCE 7, BUT THE DESIGN COMPLIANC |
| | FORM SPECIFYS SBC.CLARIFY |
| | |
| | PROVIDE THE CALCULATIONS FOR ATTACHING |
| | THE ROOF TILES AS PER THE PRODUCT |
| | APPROVAL, SEE TABLE 2 |
| | |
| | THE DESIGN COMPLIANCE FORM AND THE PLANS |
| | ARE REQUIRED TO HAVE THE EXACT ADDRESS |
| | ON BOTH. |
| | |
| | PROVIDE ENERGY CALCULATION FORM 600 |
