| Date |
Text |
| 2002-09-30 00:00:00 | BUILDING REVIEW APPROVED WITH PROVISO: |
| | 1-PROVIDE COMPLETE INFORMATION FOR STORM |
| | SHUTTERS UNDER A SEPARATE PERMIT. |
| | 2-DETAIL 5/S3: A)SPECIFY CALCULATED LOAD |
| | THAT HANGER IS SUPPOSED TO RESIST. |
| | B)SPECIFY HOW ARE TAPCONS INSTALLED TO |
| | ALLOW FOR 1 1/2" SEPARATION. |
| | C)PROVIDE ENGINEERED CALCULATIONS FOR |
| | FASTENERS USED. |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | 3-REVISE TRUSS CONNECTOR TO MATCH USP |
| | PUBLISHED VALUES OR PROVIDE ENGINEERED |
| | CALCULATIONS FOR DIFFERENT VALUES. |
| | VALUES SHOWN ARE FOR 10D NAILS, NOT |
| | FOR 10D X 1 1/2 NAILS. |
| | PROVIDE ENGINEERED CALCULATIONS SHOW'G |
| | SPECS FROM PAGE 8 OF USP CATALOGUE. |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | 4-SPECIFY CONNECTOR FOR GIRDER TRUSS W/ |
| | UPLIFT LOAD OF 2537#. DETAIL 1/S3 DOES |
| | NOT SPECIFY ANYTHING. SEC. 104.2.1.2 |
| | CITY AMENDMENTS TO FBC 2001. |
| | 5-SPECIFY ANCHOR SIZE AND WASHER SIZE |
| | FOR GARAGE BUCK DETAIL. SEC. 104.2.1.2 |
| | CITY AMENDMENTS TO FBC 2001. |
| | 6-SHEET S-3: ROOF SHEATHING AND NAILING |
| | NOTE, NOTE #4 AND DIAPHRAGM SCHEDULE |
| | HAVE DIFFERENT SPECS. CLARIFY. |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
