| Plan Review Notes For Permit 05070691 |
| Permit Number |
05070691 |
|
| Review Stop |
B |
| Sequence Number |
10 |
|
| Notes |
| Date |
Text |
| 2007-01-03 11:12:33 | ****CORRECTIONS**** | | | | | | SAMANTHA HILL, BUILDING PLANS EXAMINER | | | 561-805-6724 [email protected] | | | | | | FBCFLORIDA BUILDING CODE 2001 | | | | | | REVISION, VARIOUS DATES | | | | | | 1.) NA | | | | | | 2.)REGARDING THE LETTER FROM THE ENGINEER WHICH | | | ADDRESSES THE CONTRACTOR'S REQUEST THAT THE MASONRY | | | CELLS ABOVE THE BAY DOOR OPENINGS BE POURED WITH THE | | | SAME CONCRETE MIX AS THE CAST IN PLACE COLUMNS, PLEASE | | | CLARIFY THAT THE FOLLOWING FROM ACI 318 6.1.5.2 HAS | | | BEEN ADDRESSED:"TO FLOW AROUND REINFORCEMENT AND TO | | | COMPLETELY FILL CAVITIES, GROUT, WHETHER PUMPED OR | | | POURED, NEEDS TO BE VERY FLUID.THIS NECESSITATES A | | | HIGHER WATER CONTENT THAN FOR MASONRY MORTARS. . . . | | | CAVITY SIZE AFFECTS THE GROUT'S CONTACT SURFACE AREA. | | | THE GREATER THE SURFACE AREA THE GREATER THE AMOUNT OF | | | WATER ABSORBED."ADDRESS DESIGN CONCRETE STRENGTH. | | | |
|
