| Date |
Text |
| 2001-01-08 00:00:00 | TRUSS DRAWINGS CHECKLIST: |
| | 1-ARCHITECT TO REVIEW TRUSS LAYOUT AND |
| | ENGINEERED TRUSSES AS WELL. THIS WILL |
| | HELP TO DETERMINE IF CONNECTORS |
| | SELECTED ARE APPROPRIATE TO RESIST THE |
| | CALCULATED LOADS. |
| | |
| | NOTE: ARCHITECT NEED NOT TO SIGN/SEAL |
| | TRUSS LAYOUT OR ENGINEERED TRUSSES. |
| | ONLY THE REVIEW STAMP WITH HIS COMPANY |
| | LOGO IS REQUIRED SINCE THE TRUSSES ARE |
| | NOT PREPARED BY THE ARCHITECT. |
| | |
| | 2-THERE ARE SOME TRUSSES THAT CONNECTORS |
| | SPECIFIED ARE NOT ABLE TO RESIST THE |
| | LOADS CALCULATED ON THE ENGINEERED |
| | TRUSSES. |
| | -ALSO, CHECK THE BEARING POINTS THAT |
| | ARE CONSIDERED ON THE ENGINEERED |
| | TRUSSES AND SPECIFY PROPER CONNECTOR. |
| | -SEE TRUSS LAYOUT FOR SAMPLE OF TRUSSES |
| | THAT REQUIRE CONNECTORS TO BE |
| | SPECIFIED. |
| | -THERE IS A SLIGHT CHANGE ON THE TRUSS |
| | LAYOUT AND ARCHITECT'S FRAMING PLAN. |
| | SPECIFY CONNECTORS AS REQUIRED. |
| | |
| | 3-CLEARLY SPECIFY CONNECTORS THAT ARE |
| | WOOD TO WOOD OR CONCRETE TO WOOD. |
| | |
| | 4-GENERAL TRUSS DETAILS AND LETTERS ARE |
| | TOO OLD. UPDATE ALL INFORMATION AS |
| | REQUIRED. |
| | -NOTE: DATE SHOULD BE THE DATE WHEN |
| | DOCUMENTS ARE SEALED. |
| | -CLARIFY WHY THERE ARE GENERAL DETAILS |
| | WITH THE COPY OF ONE ENGINEER SEAL, |
| | BUT THEY ARE SIGNED AND SEALED BY |
| | ANOTHER ENGINEER. WHO'S THE ONE |
| | RESPONSIBLE FOR PRODUCING SUCH DETAILS |
