| Plan Review Notes For Permit 00020366 |
| Permit Number |
00020366 |
|
| Review Stop |
R |
| Sequence Number |
1 |
|
| Notes |
| Date |
Text |
| 2001-01-08 00:00:00 | THE DESIGN COMPLIANCE FORM STATES | | | THAT SBC 97 WAS USED ANDPLAN C1 SAYS | | | RATIONAL ANALYSIS WAS USED.CLARIFY | | | | | | THE DESIGN COMPLIANCE FORM STATES A MEAN | | | ROOF HT OF 15 FT.AND I CALCULATE THE | | | MEAN HT TO BE 17 FT. | | | | | | THE ROOF TRUSSES LOADS STATED ON PLAN | | | S-2.1 STATES A BASIC WIND PRESSURE OF | | | 25.5 PSF. AND THE DESIGN COMPLIANCE FORM | | | STATES 24.7 PSF.THE PRESSURES ARE FROM | | | TWO DIFFERENT SOURCES?CLARIFY | | | | | | PROVIDE THE CALCULATIONS FOR ATTACHING | | | THE ROOF TILES AS PER THE PRODUCT APPROV | | | SEE TABLE 2. | | | | | | THE DESIGN COMPLIANCE FORM AND PLANS | | | ARE REQUIRED TO STATE THE EXACT ADDRESS | | | OF THE STRUCTURE | | | | | | NEEDS ENERGY CALCULATIONS FORM 600 |
|
