Date |
Text |
2002-06-13 00:00:00 | THE PLANS ARE NOT CLEAR.SHEET 1 OF 6 |
| INDICATES SEVERAL SECTIONS MARKED |
| VARIOUSLY AS A B C 2/1, ETC. AND ARE |
| NOWHERE TO BE FOUND ON THE PLANS. |
| |
| SHEET 1 OF 6 DECLARES DESIGN FOR LOADS |
| FOR THE ROOF.WHAT ABOUT THE REST OF |
| THE BUILDING?IS THE 1.8 INTERNAL |
| PRESSURECOEFFICIENT A TYPO?HOW WAS IT |
| DERIVED? |
| |
| DESIGN PRESSURES ARE SHOWN ONLY ON THE |
| GARAGE DOORS.SHOW THE PRESSURES FOR |
| THE OTHER OPENINGS AS WELL. |
| |
| THE SECOND FLOOR SHOWS SHEAR WALLS IN |
| ONLY ONE QUADRANT.HOW ARE FORCES FROM |
| OTHER DIRECTIONS RESISTED?PROVIDE A |
| SPECIFIC DESIGN AND CALCULATIONS |
| DEMONSTRATING COMPLIANCE WITH FBC 2313. |
| |
| ROOF NOTE #8 CITES NAILING FOR ZONES "C" |
| AND "SE" WHERE ARE THEY DEFINED? |
| |
| SHEET 2 OF 6 SHOWS TWO DIFFERENT FOOTING |
| TYPES, 2 AND 9.SHOW HOW THE |
| TRANSITION WILL BE ACCOMPLISHED. |
| |
| SHOW THE CONTINUOUS CONNECTION/LOAD PATH |
| FOR THE "7 1/2 POSTS".ADJUST THE 3 |
| 2X4 POST NOTE ON THE FOUNDATION PLAN AS |
| NECESSARY. |
| |
| PROVIDE THE REINFORCED MASONRY DESIGN |
| CRITERIA FROM ACI 530.SEE FBC 2103.1. |
| |
| SHEETS A AND B.PROVIDE SPECIIC |
| RELEVANCE TO SHEETS 1 THROUGH 6, SEE |
| FBC 104.2. |
| |
| THE GLAZED HAND AND GUARD RAILS DO NOT |
| APPEAR TO COMPLY WITH FBC 2405.5, |
| PROVIDE ADDITIONAL DETAILS AND |
| CALCULATIONS. |
| |
| THE 2000 PSI GROUT STRENGTH IS SOMEWHAT |
| LESS THAN THE 3200 PSI STRENGTH CALLED |
| FOR FASTENERS TO BE USED IN THE SHUTTER |
| AND WINDOW ATTACHMENTS. PLEASE REVISE |
| ACCORDINGLY. |
| |
| THE MIAMI-DADE #99-0429.01 GENERAL |
| PRODUCTS DOOR NOTICE OF ACCEPTANCE IS |
| EXPIRED |
| |
| WHICH SHUTTER OR WHAT COMBINATION OF |
| EASTERN METALS AND AMERICAN SHUTTER |
| SYSTEMS WILL BE USED?THE AMERICAN |
| SHUTTER DRAWING DOES NOT SHOW AN EDGE |
| DISTANCE FOR THE FASTENERS. |
| |
| |
| SBCCI REPORT 2139, SPECIFY WHICH DOORS |
| WILL BE USED. |