| Date |
Text |
| 2002-08-08 00:00:00 | THE STRUCTURAL CALCULATIONS |
| | ARE NOT NEARLY COMPLETE AND DO NOT |
| | ADDRESS THE LOADS FROM THE ROOF |
| | DIAPHRAGM AS REQUESTED. |
| | |
| | THE LETTER AND CLACULATIONS PREPARED BY |
| | C.T. TARNOWSKI, PE ARE NOT SIGNED AND |
| | SEALED IN ACCORDANCE WITH FBC 104.2.2. |
| | |
| | THE TARNOWSKI CALCULATIONS STATE THE |
| | DESIGN IS TO FBC 1606.2.ONE PAGE |
| | INVESTIGATES THE WIND MOMENT ON A |
| | SINGLE FILLED CELL FOR THE 8' WALL |
| | HEIGHT, BUT IS ABSENT THE CONTRIBUTION |
| | FROM THE ROOF.SEE FBC 1606.2.4 FOR |
| | THE MWFRS. |
| | |
| | SEE ALSO, FBC 1606.2.2.2 WITH REGARDS |
| | TO THE ROOF TRUSSES. |
| | |
| | THE MASONRY COLUMN SCHEDULE ATTACHED TO |
| | THE CALCULATIONS, IS THIS INTENDED TO BE |
| | APPLIED TO THE SHEAR WALLS? |
| | |
| | PLEASE PROVIDE CALCULATIONS FOR AT |
| | LEAST THE FRONT OF THE HOUSE, INCLUDE |
| | THE CONNECTIONS TO BE USED.SEE FBC |
| | 2310.1.3. |
| | |
| | THE SHEET TITLED "MASONRY WALL BOND |
| | BEAM ANALYSIS".PLEASE DECLARE WHAT |
| | THE PRESSURES ARE AND WHETHER THEY ARE |
| | MWFRS OR C&C. |
| | |
| | SHEET S1 STILL CALLS OUT A CAST CRETE |
| | 8F22-1B FOR LINTEL "L17" THAT IS NOT |
| | DESCRIBED IN THE TABLES ON SHEET S2.IF |
| | THIS IS A SPECIALTY DESIGN PROVIDE A |
| | CONSTRUCTION DETAIL. |
| | |
| | SHEET S2 SHOWS A PARTIALLY BLOCKED ROOF |
| | DIAPHRAGM AT THE CENTER FRONT OF THE |
| | HOUSE.HOW AND WHAT MAGNITUDE OF FORCE |
| | IS CARRIED TO THE SIDEWALLS? (BOUNDARY) |
| | SEE FBC 2310.2.ALSO, DIAPHRAGM |
| | SCHEDULE CALLS OUT 8D NAILS AND 19/32 |
| | RATED SHEATHING.FBC TABLE 2310.2A HAS |
| | VALUES FOR 8D AND 15/32 SHEATHING. THE |
| | 19/32 SHEATHING IS LISTED THEREIN WITH |
| | 10D NAILS.WHAT WAS USED IN THIS |
| | DESIGN? |
| | |
| | SECTION 1/A3 DOES NOT APPEAR TO AGREE |
| | WITH PLAN VIEW ON SHEET A/1.PLEASE |
| | CLARIFY. |
| | |
| | THE SOFFIT VENT CALCULATIONS ON SHEET |
| | A-2 SEEMS TO BE MISSING SOMETHING IN |
| | THE EQUATION. |
| | |
| | SECTION 4/A4 AS TAKEN FROM SHEET A-2, |
| | IMPLIES A MASONRY RAKE WALL TO THE |
| | GABLED ROOF.THIS DOES NOT AGREE WITH |
| | THE FOUNDATION PLAN ON S1. |
| | |
| | MIAMI DADE NOA 01-0226.04 HAS ONLY THE |
| | FIRST PAGE AND THEN OTHER PAGES NOT |
| | PERTINENT TO IT. |
| | |
| | NOA 01-0209.11 HAS AN ILLEGIBLE DRAWING. |
| | |
| | NOA 01-0209.10 HAS AN ILLEGIBLE DRAWING. |
| | |
| | NOA 00-0614.06 HAS AN ILLEGIBLE DRAWING. |
