| Date |
Text |
| 2001-01-08 00:00:00 | TRUSS DRAWINGS CHECKLIST: |
| | 1-ENGINEER NEEDS TO PROVIDE ORIGINAL |
| | SIGNATURE ON ALL DOCUMENTS SUBMITTED |
| | FOR PUBLIC RECORDS. SEE ATTACHED COPY |
| | OF FLORIDA STATUTES. |
| | 2-UPDATE ENGINEERED TRUSS DRAWINGS. |
| | THERE ARE SEVERAL WIND LOAD ANALYSIS. |
| | SOME TRUSSES ARE DESIGNED USING SBC |
| | 1997, OTHERS ARE DESIGNED USING ASCE |
| | 7-93 AND OTHERS USING ASCE 7-95. |
| | THE CORRECT DESIGN CRITERIA SHOULD BE |
| | ASCE 7-95 FOR A WIND LOAD OF 145MPH |
| | AND A MEAN ROOF HEIGHT OF 17'-0". |
| | OR, SBC 1997 WITH 110 MPH WIND LOAD |
| | AND 17'-0" MEAN ROOF HEIGHT. |
| | 3-UPDATE ALL GENERAL DETAILS AND SIGN, |
| | SEAL AND DATE THEM. NOTE: THERE SHOULD |
| | BE ONLY ONE ENGINEER RESPONSIBLE FOR |
| | SUCH DETAILS. CHAPTER 471 FL. STATUTES |
| | 4-ARCHITECT TO REVISE ANCHOR SCHEDULE. |
| | -CONNECTORSSPECIFIED AT COVERED |
| | PORCHES ARE CONCRETE TO WD CONNECTORS. |
| | NEED A WOOD TO WOOD CONNECTOR AS |
| | REQUIRED. |
| | -CLEARLY SPECIFY CONNECTORS FOR ALL |
| | BEARING POINTS OF ENGINEERED TRUSSES. |
| | EG: SEE TRUSSES S1N, T22, S13, HH1. |
| | SEE ENGINEERED TRUSSES TO PROPERLY |
| | SPECIFY CONNECTOR THAT WILL RESIST THE |
| | CALCULATED LOADS. |
| | -ROOF FRAMING PLAN BY ARCHITECT NEEDS |
| | TO SPECIFY CONNECTORS AT ALL BEARING |
| | POINTS. SEE ROOF FRAMING PLAN AND |
| | CLEARLY SPECIFY MISSING CONNECTORS. |
