| Date |
Text |
| 2003-10-16 00:00:00 | THE PLANS SPECIFY A FIRE DESIGN OF UL |
| | 905 WHICH IN TURN CITES UL LISTED BLOCK |
| | MANUFACTURERS THAT MUST BE COMPLIED |
| | WITH AT TIME OF INSPECTION. |
| | |
| | SHEET 308 DECLARES A 3/4 HR RATING FOR |
| | THE STAIR DOORS.FBC TABLE 705.1.2 |
| | REQUIRES A 1 HOURRATING.SEE ALSO, |
| | FBC 705.1.3.4.PLEASE REVISE AS |
| | NECESSARY. |
| | |
| | SHEETS 309 AND 402 DO NOT CITE THE |
| | CORRECT MINIMUM DESIGN LOAD CRITERIA AS |
| | PROVIDED FOR IN FBC 1608.2. |
| | |
| | SINCE THE ARCHITECT HAS ASSUMED THE |
| | STRUCTURAL RESPONSIBILITIES, SEE RULE |
| | 61G-1530 OF THE FL ADMINISTRATIVE CODE |
| | FOR THE INFORMATION REQUIRED WHEN |
| | DELEGATING DESIGN RESPONSIBILITY SUCH |
| | AS THE BAR JOIST DECK SYSTEM FOR THE |
| | SECOND FLOOR. |
| | |
| | PLEASE PROVIDE COMPLETE STRUCTURAL |
| | CALCLULATIONS DEMOSTRATING COMPLIANCE |
| | WITH THE FBC CHAPTER 16. |
| | |
| | SECTION 1/403.1 CALLS OUT A "SCREW |
| | ANCHOR" FOR THE ANGLE.WHAT IS THE |
| | SIZE, DEPTH OF EMBEDMENT AND SPACING OF |
| | THE SCREW ANCHORS? |
| | |
| | SHEET 402 HAS REFERENCE TO SECTION |
| | 4/403 FOR A BEAM TO COLUMN DETAIL THAT |
| | IS NOT FOUND IN THAT SECTION.PLEASE |
| | CLARIFY. |
| | |
| | SECTION 2/403 HAS A REFERRAL NOTE TO |
| | 3/313 FOR THE DOWELS IN THE FLOOR AND |
| | THERE IS NO INFORMATION FOR THE DOWELS |
| | IN SECTION 3/313.PLEASE CLARIFY. |
| | |
| | SHEET 603 SHOWS THE A/C DUCT WORK |
| | PENETRATING THE STAIR SHAFT.THIS IS |
| | PROHIBITTED BY FBC 1006.1.3.1.PLEASE |
| | REVISE AS NECESSARY. |
| | |
| | THE PLANS MUST BE REVIEWED BY PALM BEACH |
| | COUNTY FOR IMPACT FEE COORDINATION WITH |
| | PHASE I.PLEASE HAVE THE PERMIT PLANS |
| | STAMPED BY THAT OFFICE. |
| | |
| | THE DECLARED PERMIT VALUATION OF |
| | $604,125.00 IS TOO LOW FOR THIS SCOPE |
| | OF WORK. THE CITY'S ESTIMATE IS |
| | $986,141.00.THERE ARE $9447.26 IN |
| | PERMIT FEES REMAINING DUE TO THE CITY |
| | AS OF THIS DATE. |
