| Date |
Text |
| 2003-01-23 00:00:00 | PLAN REVIEW ONLY NOT A PERMIT |
| | APPLICATION. |
| | |
| | BEFORE A FOUNDATION PERMIT MAY BE |
| | ISSUED A PERMIT APPLICATION WITH PLANS |
| | AND |
| | SPECIFICATIONS FOR THE BUILDING MUST |
| | HAVE BEEN APPLIED FOR AND PENDING. |
| | |
| | BEFORE A PERMIT TO CONSTRUCT IMPACT |
| | FEESMUST BE PAID TO THE COUNTY, THE |
| | PERMIT |
| | PLANS STAMPED BY THAT OFFICE AND A |
| | COPYOF THE PAID RECEIPT ATTACHED TO THE |
| | PERMIT APPLICATION.CALL 561-233-5025 |
| | FOR MORE INFORMATION. |
| | |
| | SHEET LS 1.02 DOES NOT COMPLY WITH FBC |
| | 411.2.4 IN THAT IT SHOWS THE PARKING |
| | RAMPS BEING USED FOR EGRESS. |
| | |
| | SHEET LS 1.00 DEPICTS AN INCORRECT |
| | APPLICATION OF FBC TABLE 600.WALL |
| | AREA AND THE PERCENTAGE OF ALLOWABLE |
| | OPENINGS ARE CALCULATED ON A PER FLOOR |
| | BASIS USING INTERIOR HEIGHT OF FINISHED |
| | FLOOR TO CEILING IMMEDIATE ABOVE. |
| | |
| | THE NOTE #8 UNDER RESIDENTIAL TOWER |
| | THATREADS IN PART "DISTANCE FROM GLASS" |
| | IMPLIES THAT A MEASUREMENT OTHER THAN |
| | THE HORIZONTAL DISTANCE FROM A VERTICAL |
| | LINE PERPENDICULAR TO THE WALL PLANE |
| | WASUSED. |
| | INDENTATIONS OR RECESSEDAREAS THAT |
| | ARE NOT OPEN TO THE SKY ABOVE ARE |
| | CONSIDERED BUILDING AREA.SEE FBC 202 |
| | DEFINITIONS FOR "AREA,BUILDING" AND |
| | "BUILDING" |
| | |
| | SHEET LS 1.03 INDICATES A TRAVEL |
| | DISTANCE GREATER THAN 75' FROM SOME OF |
| | THE UNITS MEZZANINES AND IS PROHIBITTED |
| | BY FBC 1005.7.1. |
| | |
| | SHEET LS 1.03, THE WEST END OF THE |
| | GARAGE DOES NOT HAVE TWO EXITS IN |
| | ACCORDANCE WITH FBC 1004.2.2. |
| | |
| | THE HANDICAP PARKING SPACES SHOWN ON |
| | SHEET A5.01 ARE REQUIRED TO BE 12' WIDE |
| | AND HAVE 98" OF VERTICAL CLEARANCE. |
| | SEE FBC 11-4.6.5. |
| | |
| | WHAT IS THE "STACKED VAULT" USED FOR |
| | SHOWN ON SHEET LS 1.04? |
| | |
| | GIVEN THE ABOVE OBSERVATIONS A |
| | FOUNDATION PERMIT IS NOT FEASIBLE AT |
| | THIS TIME. |
| | |
| | THE ARDAMAN SOILS REPORTS RECOMMENDS AN |
| | 18" AUGERCAST PILING WITH A DESIGN LOAD |
| | OF 80 T COMPRESSION AND 30T TENSION. |
| | THE CHM PLANS SHEET S.0, GENERAL NOTES |
| | CALLS FOR 160 T COMPRESSION AND 80 T |
| | TENSION ON AN 18" AUGERCAST PILING. |
| | HOW WAS THE DESIGN LOAD ARRIVED AT?SEE |
| | FBC 1809. |
