| Date |
Text |
| 2001-01-08 00:00:00 | TRUSSES |
| | |
| | DENIED |
| | |
| | 1)PLEASE INDICATE THE TRUSS ANCHORS THAT |
| | ARE TO BE USED WHERE NONE IS SPECIFIED. |
| | |
| | 2)THERE IS NO DETAIL C OR C1 SHOWN ON |
| | SHEET A-8. |
| | |
| | 3)TRUSS GTD HAS NO ANCHOR INDICATED FOR |
| | THE LEFT SIDE WHICH TRUSS DRAWINGS SHOW |
| | 7097# OF UPLIFT. STEEL COLUMN IS NOT |
| | INDICATED ON REVISED DRAWING,UPLIFT AND |
| | BEARING CAPACITY INDICATED ON TRUSS |
| | DRAWING EXCEED THOSE LISTED ON SHEET A-8 |
| | |
| | 4)TRUSS GTK HAS UPLIFTS OF 1063# AND |
| | 1713# WITH NO CONNECTORS SPECIFIED. |
| | |
| | 5)TRUSS GTC IS INDICATED AS HAVING AN |
| | A-3 ANCHOR. THIS SHOULD BE A STEEL |
| | COLUMN. |
| | |
| | 6)TRUSS HB1 IS INDICATED AS HAVING AN |
| | A-3 ANCHOR AT WOOD FRAME INTERIOR |
| | BEARING WALL. THIS ANCHOR IS DESIGNED |
| | FOR EMBEDMENT INTO CONCRETE. |
| | |
| | 7)A-3 ANCHOR (UPLIFT 2900#)IS INDICATED |
| | FOR TRUSS GTH1 TRUSS ENGINEERING |
| | REQUIRES 4652# OF UPLIFT. |
| | |
| | 8)A-3 ANCHOR (UPLIFT 2900#)IS INDICATED |
| | FOR TRUSS GTG1 TRUSS ENGINEERING |
| | REQUIRES 3874# OF UPLIFT. |
| | |
| | 9)TRUSS ENGINEERING CALLS FOR 1199# OF |
| | UPLIFT FOR TRUSS HE1,THIS TRUSS IS TO |
| | BE ANCHORED TO FGTM TRUSSES AT COVERED |
| | ENTRY. EITHER THE ARCHITECT OR TRUSS |
| | ENGINEER NEEDS TO INDICATE CONNECTORS |
| | FOR THESE TRUSSES AND THE SIMILAR ONES |
| | LOCATED AT REAR PORCH. |
| | |
| | 10)PLEASE STEEL COLUMNS TO ENSURE THEY |
| | HAVE ADEQUATE BEARING AREA FOR THE |
| | TRUSSES THEY SUPPORT. |
| | |
| | PLEASE HAVE ARCHITECT ADDRESS THESE |
| | ITEMS. IF YOU HAVE ANY QUESTIONS PLEASE |
| | CALL ROBERT MCDOUGAL AT 561-659-8096 |
| | EXT.8202. |
