| Date |
Text |
| 2002-03-19 00:00:00 | ***TRUSS ENGINEERING*** |
| | C-B-A-B-C |
| | |
| | REVIEWED UNDER : |
| | 1997 STANDARD BUILDING CODE |
| | |
| | 1)- FG-5 A5 INDICATES A 3 POINT BEARING |
| | GIRDER TRUSS, TRUSS ENG. INDICATES A |
| | 5 POINT BEARING, MISSING BEARING POINTS |
| | 13 & 14. |
| | |
| | 2)- SG-1 TRUSS ENG. POINT #5 INDICATES |
| | 2060 LBS. UPLIFT WHERE AS SH A5 NOTE |
| | A-3 INDICATES 1370 OR 1890, SHORT |
| | RESTRAINT OR UPLIFT VALUE. |
| | |
| | 3)- TRUSS ENG H-4 TRUSS ENG POINT #1 IN- |
| | DICATES 3203 LBS UPLIFT, POINT 11 INDICA |
| | TES 3174, ARCH A-6 DETAIL 4/10 IS A WALL |
| | SECTION TO A FLOOR GIRDER TRUSS CONNEC- |
| | TION MISSING INFO FOR THE ROOF GIRDER TO |
| | 2ND STORY WALL CONNECTION? |
| | |
| | 4)- TRUSS ENG H-5,- H-8,& T-1 INDICATE A |
| | 3" BEARING END (BUCKET) ARCH SHEET A6 |
| | INDICATES A (WA-5) NOT IN SCHEDULE? |
| | |
| | 5)- WHERE MULTIPLE STRAPS ARE TO BE USED |
| | IN CMU OR CONCRETE A DERATING SHALL BE |
| | REQUIRED WHEN THEY ARE CLOSER THAN 8". |
| | USP SHALL CALCULATE THE AMOUNT OF DERAT- |
| | ING REQUIRED. |
| | |
| | 6)- SHEET A-6 DETAIL 2 INDICATES A STRAP |
| | TO BE WELDED TO A MANUFACTURED BUCKET. |
| | SHALL REQUIRE MANUFACTURES APPROVAL & |
| | FIELD WELDING REQUIRES CERTIFICATION |
| | OF THE WELDER. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | (561)659-8096 X8412 |
