| Date |
Text |
| 2002-03-21 00:00:00 | *********PROVISO********* |
| | ****TRUSS ENGINEERING**** |
| | |
| | REVIEWED UNDER:1997 STANDARD BUILDING |
| | CODE |
| | |
| | 1) ARCH SPECIFIES SEMCO, NO LONGER IN |
| | BUSINESS, ENGINEER SPECIFIES BUCKETS |
| | MANUFACTURED BY HUGHES WHICH ALSO IS |
| | OUT OF BUSINESS.BOTH CORPS. WERE BOUGHT |
| | BY USP AND SHOULD USE THE CURRENT PRO- |
| | DUCT INFORMATION. |
| | |
| | 2) ARCH. ANCHOR SCHEDULE INDICATES THE |
| | USE OF (2) STRAPS ON THE SAME TRUSS OR |
| | GIRDER WITHIN 8" OF EACH OTHER (CMU OR |
| | CONCRETE EMBEDDMENT OF 4"). IN COMMUNICA |
| | TING WITH USP ENGINEERS YOU CAN NOT JUST |
| | DOUBLE THE LOAD WHEN MULTIPLE STRAPS |
| | ARE LOCATED WITH 8" OF EACH OTHER A DE- |
| | RATING FACTOR SHALL OCCUR ON AN INDIVID- |
| | UAL CASE BASES. |
| | |
| | LOT #11 |
| | #3 H-7 H-7 1546 LSB UPLIFT, (2) TAPR |
| | STRAPS REQUIRED, DERAING |
| | #4 F-3 POINT 1 1675 LBS NOT 1350, |
| | POINT 8 2030 LBS NOT 1800. |
| | #5 HG-4 POINT 13ARCH PLANS INDICATE 3250 |
| | AT POINT # 4, 2 SEMCO TAPR22 WHILE A |
| | 3 MEMBER GIRDER REQUIRING A BUCKET WITH |
| | THE CAPABILITY TO RESIST 2739 UPLIFT |
| | AND 4678 REACTION. |
| | |
| | LOT #12 |
| | #6 H-1 ARCH SHEET 7 INDICATES 2 POINT |
| | BEARING, TRUSS ENG INDICATES 3 POINT |
| | BEARING. POINT 11 WILL BE AT 2 HR TOWN- |
| | HOUSE WALL REQUIRING A BUCKET. NEW 3RD |
| | POINT BEARING (18) 3579 LBS UPLIFT & |
| | 6145 LBS REACTION. |
| | #7 HG-2 ANCHOR VALUE AT POINT 1 TO LOW, |
| | SEE ARCH #4, 2 TAPR222 1485X 2=2970 |
| | DERATING REQUIRED ACTUAL UPLIFT 2898 |
| | #8 H-12 ARCH INDICATES FOR POINT #1 2800 |
| | UPLIFT WHILE TRUSSENG INDICATES 3037 |
| | 2 STRAPS 2800 DERATING REQUIRED CLOSER |
| | THAN 8". |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | (561) 659-8096 X8412 |
| | BUILDING PROVISO |
