| Plan Review Notes For Permit 06090892 |
| Permit Number |
06090892 |
|
| Review Stop |
B |
| Sequence Number |
3 |
|
| Notes |
| Date |
Text |
| 2006-11-30 09:08:52 | CONTRATOR'S RESPONSE WAS THAT INCORRECT CHART WAS | | | REFERENCED AND REQUESTED RE-SUBMITTAL REFUND. | | | | | | RESPONSE: | | | THE FOLLOWING IS THE CORRECT WAY OF READING THE TABLES: | | | TABLE 1 ON PAGE 7 OF 13 OF DRAWING #05-578 IS TO | | | DETERMINE THE MAXIMUM SHUTTER SPAN ALLOWED ACCORDING TO | | | THE NEGATIVE DESIGN PRESSURES, WHICH IS USUALLY THE | | | HIGHER NUMBER. ANCHOR SCHEDULE CHART ON SAME PAGE IS TO | | | DETERMINE THE ANCHOR SPACING ACCORDING TO THE MAXIMUM | | | DESIGN PRESSURES. SEE HEADING ON THIRD COLUMN. IT READS | | | "LOAD (W) P.S.F. MAX. (SEE NOTE 1). THEREFORE, THE | | | MAXIMUM DESIGN PRESSURE IS THE NEGATIVE PRESSURE AND | | | ANCHOR SPACING SHALL BE ACCORDING TO THAT DESIGN | | | PRESSURE. | | | CONTRACTOR'S COOPERATION SINCE FIRST CHECKLIST WOULD | | | HAVE AVOID UNNECESSARYDELAYSAND ADDITIONAL FEES. | | | WHEN THERE ARE QUESTIONS CONCERNING THE PLANREVIEW | | | COMMENTS, CONTRACTOR IS ALWAYS WELCOME TO CALL MY | | | OFFICE FOR CLARIFICATION. | | | | | | JULIO GOMEZ | | | BUILDING PLANS EXAMINER | | | (561)805-6712 |
|
