| Date |
Text |
| 2001-01-08 00:00:00 | APPROVED WITH PROVISO: |
| | 1-MISSING SHEET A-1. |
| | 2-ENTRY DOORS TO HAVE 32" CLEAR OPENING |
| | EACH LEAF. TABLE 1004 SBC 1997. |
| | 3-PROVIDE ATTIC ACCESS AT GUEST AREA. |
| | SECTION 2309.6 SBC 1997. |
| | 4-SHEET #GN OF ARCHITECTURAL DRAWINGS |
| | SPECIFIES CERTAIN BRAND NAMES FOR |
| | ROOF TILE AND DOORS AND WINDOWS. |
| | ARCHITECT TO APPROVE PRODUCT APPROVALS |
| | SUBMITTED. |
| | 5-UPDATE/REVISE ALL ORIGINAL DRAWINGS AS |
| | REQUIRED. SEE COMMENTS ON PLANS, |
| | INCLUDING COMMENTS BY THE OTHER TRADES |
| | 6-PROVIDE 6 MIL MINIMUM VAPOR BARRIER IN |
| | CONCRETE SLAB. SECTION 1909.2 SBC 1997 |
| | 7-PROVIDE CURRENT PRODUCT APPROVALS FOR: |
| | -ENTRY DOORS WITH SIDELITES ASSEMBLY. |
| | -FRENCH DOORS. SINGLE AND DOUBLE. |
| | -BUTT GLAZING ASSEMBLY. |
| | -SLIDING GLASS DOORS OF SIZE SHOWN ON |
| | ARCHITECT'S PLANS. |
| | -FIXED GLASS WINDOWS OF THE SIZE SHOWN |
| | AT LIVING AND DINIG AREAS. |
| | -ARCHITECTURAL WINDOW AT GUEST CLOSET. |
| | -WINDOW MULLIONS. |
| | 8-PROVIDE DETAILS OF CONCRETE COLUMNS |
| | SHOWING LOCATION OF STEEL REINFORCING. |
| | SEE COMMENTS ON FOUNDATION PLAN. |
| | SECTION 104.2.2 CITY AMENDMENTS. |
| | 9-PROVIDE COMPLETE DETAIL/SPECIFICATIONS |
| | FOR CEILING CONSTRUCTION AT FRONT AND |
| | BACK PORCHES. INCLUDING FASTENERS TYPE |
| | AND SPACING. SECTION 2504 SBC 1997. |
| | 10-SPECIFY CEILING FANS. SEE TABLE 6-6 |
| | FLORIDA ENERGY EFFICIENCY CODE FOR |
| | BUILDING CONSTRUCTION, 1997 EDITION. |
| | 11-PROVIDE COPIES OF SOIL TESTS DONE AS |
| | PER SECTION 1804.2.7.3 OF CITY |
| | AMENDMENTS. |
| | 12-REVISE DESIGN CERTIFICATION FOR |
| | BUILDING CODE COMPLIANCE FORM: |
| | -FORM IS NOT LEGIBLE. |
| | -MEAN ROOF HEIGHT AND BASIC VELOCITY |
| | PRESSURE DON'T MATCH. SEE TABLE |
| | 1606.2A SBC 1997. |
| | -REVISE BUILDING USE FACTOR IS NOT |
| | CORRECT. SEE TABLE 1606 SBC 1997. |
| | -EXPLAIN WHY BUILDING IS NOT BEING |
| | REVIEWED FOR SHEAR WALL REQUIREMENTS. |
| | 13-PROVIDE DRAWINGS FOR BOTH GARAGE |
| | DOORS TO BE USED. MAKE SURE MODELS |
| | SELECTED ARE DESIGNED WITH THE MINIMUM |
| | DESIGN PRESSURES CALCULATED BY THE |
| | ARCHITECT. |
