Date |
Text |
2003-05-01 00:00:00 | BUILDING REVIEW APPROVED WITH PROVISO: |
| 1-PROVIDE SOIL TEST REPORT PRIOR TO |
| CONSTRUCTION. |
| 2-SHEET C-1: SPECIFY THE APPLICABLE |
| INTERNAL PRESSURE COEFFICIENT ON THE |
| DESIGN INFORMATION AS REQUIRED BY SEC. |
| 1606.1.7 FBC 2001. |
| 3-PROVIDE COMPLETE DETAIL/SPECIFICATIONS |
| FOR HANGING AIR HANDLER UNIT FROM |
| TRUSSES. SPECIFY ALL FASTENERS. SEC. |
| 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| 4-PROVIDE SPECIFICATIONS FOR FIREBLOCK'G |
| AT ALL CONCEALED SPACES AS REQUIRED BY |
| SEC. 2305 FBC 2001. INCLUDING STAIRS. |
| 5-PROVIDE COMPLETE DETAILS AND SPECS FOR |
| HANDRAIL HEIGHT AND OPENINGS ALLOWANCE |
| AS REQUIRED BY SEC. 1007.5 FBC 2001. |
| 6-SPECIFY SAFETY GLASS FOR WINDOW AT |
| COVERED ENTRY. SEC. 2405.2 FBC 2001. |
| 7-CLARIFY WHAT IS THE DETACHABLE SAFETY |
| RAIL SPECIFIED ON ELEVATION ON SHEET |
| A-4. SEC. 104.2.1.2 CITY AMENDMENTS. |
| 8-UPDATE TRUSS SCHEDULE. SEE UPDATED |
| USP CATALOGUE (2003). ALSO, PROVIDE |
| ENGINEERING CALCULATIONS FOR VALUES |
| OTHER THAN THOSE SHOWN BY USP. SECTION |
| 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| **NOTE: ALSO CONSIDER THAT IF USING 10D |
| NAILS, THEN IT NEEDS 1 3/4" MINIMUM |
| PENETRATION TO USE THIS VALUES. ONE |
| TRUSS DOESN'T HAVE THIS THICKNESS. |
| 9-ROOF FRAMING PLAN: REVISE CONNECTORS |
| SPECIFIED FOR FRAMED WALLS. NEED WOOD |
| TO WOOD CONNECTORS. SEC. 104.2.1.2 |
| CITY AMENDMENTS TO FBC 2001. |
| 10-PROVIDE COMPLETE DETAILS & STRUCTURAL |
| INFORMATION FOR PRECAST GUARDRAIL TO |
| BE USED ON 2ND FLOOR BALCONY.SECTION |
| 1015 FBC 2001 AND SEC. 104.2.1.2 CITY |
| AMENDMENTS TO FBC 2001. |
| 11-SHEET A-1: CLARIFY FOOTING AT GARAGE |
| INTERIOR BEARING WALL. F8 OR TE-1?. |
| DETAIL #2 DOESN'T APPLY AT GARAGE. |
| REVISE AS REQUIRED. |
| DETAIL 38 NEED 12" MIN. BELOW GRADE. |
| 12-PROVIDE COMPLETE/CORRECT INFORMATION |
| FOR STORM SHUTTERS UNDER A SEPARATE |
| PERMIT. |