| Date |
Text |
| 2001-12-27 00:00:00 | REVISIONS (A-5 & A-6) AND TRUSSES |
| | DENIED |
| | |
| | 1) DETAIL 9 ON A-5 STATES (2) 5/8" DIA. |
| | THRU- BOLTS EACH GIRDER AND INDICATES |
| | (2) TWO MEMBER GIRDER TRUSSES JOINED IN |
| | THE STEEL COLUMN SEAT. GIRDER SG-1 IS |
| | (1) TWO MEMBER GIRDER TRUSS WITH THE |
| | STEEL COLUMN SEAT LOCATED AT AN |
| | INTERMEADIATE POINT OF ITS SPAN. |
| | THEREFORE, THE 4 THRU-BOLTS INDICATED |
| | WILL BE LOCATED IN THE 2X6 WEB OF THE |
| | GIRDER TRUSSES. PLEASE REVIEW THE |
| | SPECIFIED BOLT SPACING OF THE STEEL |
| | COLUMN SEAT AND REVISE IF REQUIRED. |
| | |
| | 2) THERE ARE NO CONNECTORS INDICATED ON |
| | SHEET A-6 FOR THE HJ7C OR HJ7 TRUSSES. |
| | PLEASE CORRECT. |
| | |
| | 3) THE UPLIFT FOR TRUSS H1 (1608#) |
| | EXCEEDS THE CAPACITY OF THE (2) TC-3S |
| | (721# EA.) SPECIFIED. |
| | |
| | 4) TRUSSES H2,H5,AND T1 EXCEED UPLIFT |
| | CAPACITIES OF SPECIFIED CONNECTORS. |
| | |
| | 5) TRUSS CJ6A (UPLIFT 468#) EXCEEDS THE |
| | CAPACITY OF THE SPECIFIED TC1 CONNECTOR |
| | (417#). |
| | |
| | 6) TRUSS M3 (UPLIFT 504#) EXCEEDS THE |
| | CAPACITY OF TC-1 (417#). |
| | |
| | 7) TRUSS M3A (UPLIFT 1503#) EXCEEDS THE |
| | CAPACITY OF TC-8 (1410#). |
| | |
| | 8) TRUSS GR1 (UPLIFT 977# @ JOINT 12) |
| | EXCEEDS THE CAPACITY OF TC-3 (721#). |
| | |
| | 9) TRUSS S4 (UPLIFT 1500#) EXCEEDS THE |
| | CAPACITY OF TC-8 (1410#). |
| | |
| | 10) TRUSS S8 (UPLIFT 784#) EXCEEDS THE |
| | CAPACITY OF TC-3 (721#). |
| | |
| | 11) THERE IS NO TRUSS CONNECTOR GIVEN |
| | ON REVISED SHEET A-6 FOR TRUSS GR6 WITH |
| | UPLIFT 971# @ JOINT 14. |
| | |
| | THE UPLIFT CAPACITIES OF THE CONNECTORS |
| | MUST MEET OR EXCEED THE CALCULATED |
| | UPLIFTS OF THE TRUSSES. PLEASE REVIEW |
| | AND CORRECT ALL ITEMS LISTED. |
| | PLEASE CALL IF YOU HAVE ANY QUESTIONS. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
