| Date |
Text |
| 2002-02-08 00:00:00 | TRUSSES DENIED |
| | |
| | LOWER ROOF |
| | |
| | 1) THE TRUSS LAYOUT IS REQUIRED TO BE |
| | REVIEWED AND APPROVED BY THE DESIGNER OF |
| | RECORD FOR THE STRUCTURE. THIS MUST BE |
| | NOTED ON THE LAYOUT IN ADDITION TO THE |
| | ENGINEER'S SEAL, SIGNATURE AND DATE. |
| | |
| | 2) TRUSS H7L; UPLIFT EXCEEDS CONNECTOR |
| | CAPACITY AT BEARING POINT K. |
| | |
| | 3) TRUSS M3L; UPLIFT EXCEEDS CONNECTOR |
| | AT B.PT. A. |
| | |
| | 4) TRUSS M1L; UPLIFT EXCEEDS CONNECTOR |
| | AT B.PT. A. |
| | |
| | 5) TRUSS M2L; UPLIFT EXCEEDS CONNECTOR |
| | AT B.PT. A. |
| | |
| | UPPER ROOF |
| | |
| | 6) THE AMOUNT OF TRUSS ANCHOR STRAPS |
| | LISTED AT SEVERAL LOCATIONS ON THE ROOF |
| | FRAMING PLAN ARE NOT ACCEPTABLE WITHOUT |
| | A LETTER FROM THE CONNECTOR MANUFACTURER |
| | 'S ENGINEER STATING THE LOAD VALUES FOR |
| | THESE CONNECTORS WHEN MULTIPLE STRAPS |
| | ARE USED IN SUCH CLOSE PROXIMITY TO |
| | EACH OTHER. (4,5 AND 7 TAPR STRAPS AT |
| | ONE LOCATION) |
| | |
| | 7) BEARING POINT D FOR TRUSSES SH11 AND |
| | SH11A IS GIVEN AS A STEEL COLUMN AT |
| | DETAIL 17 ON A-11, BUT (4) TC-8 |
| | CONNECTORS ARE INDICATED ON A-13. PLEASE |
| | CLARIFY. |
| | |
| | 8) NO CONNECTORS ARE INDICATED FOR |
| | EITHER END OF TRUSS MS4H. |
| | |
| | 9) BOTH ENDS OF TRUSS TCT1 ARE INDICATED |
| | AS HAVING (7) CONNECTOR STRAPS ON SHEET |
| | A-13. HOWEVER, DETAIL 20 ON A-11 |
| | INDICATES A HANGER. PLEASE CLARIFY. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
