| Date |
Text |
| 2002-09-27 00:00:00 | SECOND PLAN REVIEW, NOT A PERMIT |
| | APPLICATION. |
| | |
| | SEVERAL OF THE COMMENTS ON THE 8/16/02 |
| | REVIEW HAVE NOT BEEN ADDRESSED. |
| | |
| | THRESHOLD BUILDING INFORMATION IS |
| | ABSENT SEE FBC 105.13. |
| | |
| | SHEET A.01 CITES A "FLORIDA CODE 2000 |
| | EDITION".THE STATE INVOKES THE |
| | FLORIDA BUILDING CODE 2001. THERE ARE |
| | NUMEROUS REFERENCES THROUGHOUT THE |
| | PLANS TO THE S. FL. BUILDING CODE.THE |
| | PLANS AND SPECIFICATIONS SHOULD BE |
| | REVISED TO INCLUDE THE CODE IN EFFECT, |
| | FBC 2001, AND INSURE COMPLIANCE WITH |
| | SAME. |
| | |
| | SHOW THE SITE ACCESSIBILITY FOR THE |
| | HANDICAP.SEE FBC 11-4.1.2, CURB CUTS, |
| | MAIN ENTRANCE, COVERED ARCADE, TACTILE |
| | WARNING AREAS, ETC. |
| | |
| | STAIR #1 AS SHOWN ON SHEET A.01A DOES |
| | NOT COMPLY WITH FBC 1010, AS WAS NOTED |
| | ON THE PREVIOUS REVIEW. |
| | |
| | WALL SECTION C ON SHEET A56 IMPLIES |
| | THAT THE HIGHEST OCCUPIABLE FLOOR WILL |
| | EXCEED 75' ABOVE FIRE DEPARTMENT |
| | VEHICLE ACCESS AND THEREFORE MUST |
| | COMPLYWITH FBC 412.1. |
| | |
| | SEVERAL OF THE STAIRS ON SHEET A.21, |
| | (FIFTH LEVEL RECREATION AREA) SHOW |
| | HANDRAILS ON JUST ONE SIDE OF THE |
| | STAIRS.FBC 11-4.9.4 REQUIRES HANDRAILS |
| | ON BOTH SIDES. |
| | |
| | THE PLYWOOD ROOF SHEATHING SHOWN IN |
| | SECTION 1/A.30 AND ELSEWHERE, IS NOT |
| | ALLOWED IN TYPE I AND II CONSTRUCTION |
| | AS A STRUCTURAL COMPONENT.SEE FBC 603 |
| | |
| | THE H.C. ACCESSIBLE RAMP SHOWN NEAR THE |
| | GALLERY/VALET AREA ON SHEET A.34 DOES |
| | NOT COMPLY WITH THE LANDING |
| | REQUIREMENTS OF FBC 11-4.8.4. |
| | |
| | SHEET A46A USES AN INCORRECT METHOD FOR |
| | CALCULATING TABLE 600. THE DISTANCE |
| | FROM FINISH FLOOR TO NEAREST CEILING IS |
| | THE HEIGHT TO BE USED ON A PER FLOOR |
| | BASIS.NOT THE ENTIRE BUILDING FACADE. |
| | PLEASE REVISE AS NECESSARY. |
| | |
| | NOTE #23 ON SHEET S-01 IMPLIES THE |
| | EXTERIOR MASONRY WALLS AS BEING |
| | BEARING, AND AS SUCH IS SUBJECT TO THE |
| | FIRE RESISTANCE REQUIREMENTS OF FBC T |
| | 600 FOR BEARING WALLS AS A FUNCTION OF |
| | DISTANCE SEPARATION. |
| | |
| | SHOW THE EXTERIOR WALL FIRE RATINGS, |
| | INCLUDING THE FIRE DESIGN NUMBER, AND |
| | THE OPENING PROTECTIVE WHERE REQUIRED. |
| | INCLUDE THE FITNESS CENTER ON THE FIFTH |
| | LEVEL. |
| | |
| | SHOW THE HANDICAP ACCESSIBLE ROUTE |
| | THROUGH THE FIFTH LEVEL RECREATION AREA. |
| | |
| | SHEET A56 AND OTHERS SHOW THE USE OF |
| | FOAM TRIM.AS NOTED IN THE PREVIOUS |
| | COMMENTS, THIS IS PROHIBITTED BY FBC |
| | F102.2.7 AS AMENDED BY THE CITY, AS |
| | WELL AS FBC 1404.1.1. |
| | |
| | SHOW THE 1.5 HOUR FIRE RESISTANCE RATING |
| | METHOD FOR THE ROOF TRUSSES OF THE CLUB |
| | HOUSE IN ACCORDANCE WITH FBC TABLE 600. |
| | |
| | SHEET A65 CALLS OUT POWDER ACTUATED |
| | FASTENER WITH A MAX 1/4" PENETRATION TO |
| | SUPPORT THE SUSPENDED GYPSUM BOARD |
| | CEILING AND SIMILAR CONSTRUCTION. |
| | PROVIDE SPECIFIC PIN DIAMETER, SPACING |
| | AND ASSUMMED DESIGN LOADING TOGETHER |
| | WITH REFERENCE TESTING.SEE FBC 104.2.1 |
| | |
| | SHEET A90 REFERENCES NFPA 5-2.1.5 FOR |
| | THE FIRE RATES DOORS.THERE IS NO |
| | 5-2.1.5 IN THE 2000 EDITION OF NFPA |
| | 101.FURTHER, FBC 705.1.3 INVOKES NFPA |
| | 80, 1995 EDITION.ALSO, THE DOOR |
| | SCHEDULE DOES NOT CALL OUT THE REQUIRED |
| | FIRE RATED DOORS. |
| | |
| | SEVERAL OF THE FIRE STOP SYSTEMS CALLED |
| | ON SHEET LS-9 DO NOT HAVE THE T RATING |
| | REQUIRED BY FBC 705.5.1 & 705.6.1.2. |
| | |
| | THE MECHANICAL PLANS DO NOT SHOW THE |
| | MAKEUP AIR FOR THE GARAGE VENTILATION |
| | SYSTEM.WHAT LEVEL OF NOISE WILL THE |
| | EIGHT FANS PRODUCE? |
| | |
| | HOW WILL THE 7' HEIGHT REQUIRED BY FBC |
| | 411.2.2 BE MAINTAINED UNDER THE 30" |
| | DEEP DUCT? |
| | |
| | THE ROOF OVERHANGS THE PROPERTY LINE TO |
| | THE EAST NEAR GRID LINES N AND N20 ON |
| | SHEET A 32. (STAIR #3) |
| | |
| | PROVIDE CONSTRUCTION DETAILS FOR THE |
| | "COVERED ARCADE" ALONG HIBISCUS ST. |
| | INCLUDE THE FIRE PROTECTION INFORMATION. |
| | |
| | |
| | SOME OF THE EXTERIOR STAIR HANDRAILS |
| | EXTEND INTO THE PUBLIC RIGHT OF WAY ON |
| | THE TANGLEWOOD CT SIDE (SOUTH)SEE FBC |
| | 3206.1. |
| | |
| | THE SPECIFICATIONS ARE REQUIRED TO BE |
| | SIGNED AND SEALED BY THE SPECIALTY |
| | ENGINEERS WHEN SUBMITTED FOR PUBLIC |
| | RECORD.SEE FBC 104.2.2. |
| | |
| | PROVIDE A COPY OF THE SOIL REPORT |
| | MENTIONED IN THE SPECIFICATIONS AS |
| | APPENDIX A AND ON THE STRUCTURAL PLANS |
| | IN NOTE 10, OF THE GENERAL NOTES. |
| | |
| | SHEET S.O2 DEPICTS A TERRACE IN THE |
| | PUBLIC R.O.W. |
| | |
| | THE STRUCTURAL DETAILS FOR THE CLUBHOUSE |
| | FITNESS CENTER AND SWIMMING POOL ARE |
| | NOT READILY DISCERNIBLE ON THE |
| | STRUCTURALPLANS. |
| | |
| | SHOW THE DESIGN INFORMATION FOR THE |
| | VARIOUS RAILINGS TO BE USED THROUGHOUT |
| | THE BUILDING.SEE FBC 1608.2. |
| | |
| | SHOW HOW FBC 1606.1.4 WILL BE COMPLIED |
| | WITH. |
| | |
| | PROVIDE THE INFORMATION REQUIRED BY FBC |
| | 160.1.7 INCLUDING THE COMPONENT AND |
| | CLADDING PRESSURES. |
