Date |
Text |
2002-10-24 00:00:00 | APPROVED WITH PROVISO: |
| 1-REVISE ENERGY CALCULATIONS: RAISED WD, |
| AND ADJACENT WALLS ARE INCORRECT. SEE |
| PLANS AND REVISE AS REQUIRED. |
| 2-ARCHITECT TO CORRECT TOATAL A/C AREA |
| ON DWGS C-1 AND A-1. |
| 3-PROVIDE COMPLETE/CORRECT INFORMATION |
| FOR STORM SHUTTERS UNDER A SEPARATE |
| PERMIT. SEE CITY IMPLEMENTATION |
| STANDARD FOR HURRICANE MISSILE IMPACT |
| PROTECTION FOR SITE SPECIFIC CONDITION |
| 4-SHEET A-5: REVISE HEIGHT OF HANDRAIL. |
| SEE SEC. 1007.5.1 FBC 2001. |
| 5-SHEET A-6: A)SPECIFY FIREBLOCKING AT |
| SECTION A/A6. SEC. 2305.1.4 FBC 2001. |
| B)SEE PRODUCT APPROVAL FOR GARAGE DOOR |
| AND REVISE BUCK DETAIL AS REQUIRED. |
| SPECIFY ANCHOR EMBEDMENT AND WASHER. |
| SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| 6-SPECIFY HOW LONG ARE THE ANCHOR BOLTS |
| FOR WOOD COLUMN BOTTOM CONNECTOR. SEC. |
| 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| 7-SHEET S-2: CLARIFY SIZE OF BOND BEAM |
| REINFORCEMENT SPECIFIED ON TYPICAL |
| CONCRETE MASONRY WALL DETAIL. IS IT |
| 1#5 OR 1#7?. SEC. 104.2.1.2 CITY AMEND |
| 8-SHEET S-3: ROOF SHEATHING & NAILING |
| NOTE AND DIAPHRAGM SCHEDULE SPECS DO |
| NOT MATCH. CLARIFY SIZE OF NAIL AND |
| SPACING. SEC. 104.2.1.2 AND TABLE |
| 2306.1 CITY AMENDMENTS TO FBC 2001. |
| 9-PROVIDE COMPLETE STRUCTURAL DETAIL AT |
| RECESSED WINDOW TO RECEIVE STORM |
| SHUTTERS. SEE STORM SHUTTERS PRODUCT |
| APPROVAL FOR LIMITATIONS & ADDITIONAL |
| ENGINEERING IF REQUIRED. TAKE INTO |
| CONSIDERATION THE EDGE DISTANCE FOR |
| STORM SHUTTERS AND GLASS SEPARATION |
| REQUIRED.SEC. 104.2.1.2 CITY AMEND- |
| MENTS TO FBC 2001. |