| Date |
Text |
| 2005-11-28 00:00:00 | BUILDING REVIEW CHECKLIST: |
| | 1- NEED RECORDED NOTICE OF COMMENCEMENT. |
| | |
| | 2- A) WIND LOAD CHART NEEDS TO BE SIGNED |
| | AND SEALED BY THE ENGINEER OR ARCHITECT |
| | WHO MADE THE CALCULATIONS USING ASCE |
| | 7-98. SECTION 104.2.1.2 CITY AMENDMENTS |
| | TO FBC 2001. |
| | B) CLARIFY NOTE: "IF ANY TYPE |
| | BUILDING EXCEEDS 60' IN HEIGHT, ALL |
| | VALUES ARE THE SAME". ARE THE DESIGN |
| | PRESSURES THE SAME IF THE BUILDING IS |
| | TALLER THAN 60'? WHY?. |
| | |
| | 3- A) PROVIDE KEY PLAN TO DETERMINE |
| | LOCATION OF OPENING (END OR INTERIOR |
| | ZONE FOR THE DESIGN PRESSURES) AND |
| | COMPLETE INSTALLATION SCHEDULE. SEE |
| | ATTACHED SAMPLE. |
| | B) CLEARLY MARK ON SHUTTER DRAWINGS |
| | SPECIFIC ANCHOR TYPE AND SPACING TO BE |
| | USED ACCORDING THE THE DESIGN PRESSURES, |
| | SHUTTER SPAN, EDGE DISTANCE, CONNECTION |
| | TYPE, GLASS DISTANCE, AND STRUCTURE TO |
| | BE ATTACHED TO (CONCRETE, CONCRETE BLOCK |
| | OR WOOD). |
| | |
| | 4- ACCORDION SHUTTERS DRAWINGS ARE NOT |
| | LEGIBLE. PROVIDE LEGIBLE DRAWINGS. |
| | |
| | 5- CLEARLY IDENTIFY MULLION SIZE AND |
| | ANCHORS TO BE USED TO VERIFY COMPLIANCE |
| | WITH THE DESIGN PRESSURES. SEC. |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | |
| | JULIO GOMEZ |
| | BUILDING PLANS EXAMINER |
| | (561)805-6712 |
