| Date |
Text |
| 2002-11-05 00:00:00 | BUILDING DENIED |
| | |
| | 1)FL. BLD CODE 1606.1.7 THE FOLLOWING |
| | INFORMATION RELATED TO WIND SHALL BE |
| | SHOWN ON THE CONSTRUCTION DRAWINGS, |
| | 1)- BASIC WIND SPEED, MPH |
| | 2)- WIND IMPORTANCE FACTOR, & BUILDING |
| | CATEGORY |
| | 3)- WIND EXPOSURE |
| | 4)- INTERNAL PRESSURE COEFFICIENT, |
| | 5)- COMPONENTS & CLADDING, THE DESIGN |
| | WIND PRESSURES IN TERMS OF PSF. |
| | |
| | 2) SPECIFY THE POSITIVE AND NEGATIVE |
| | WINDLOAD PRESSURES FOR EXTERIOR WINDOWS |
| | AND DOOR. |
| | |
| | 3) PROVIDE ENERGY CALCULATIONS FOR THE |
| | ADDITION AS REQUIRED BY FBC CHAPTER 13. |
| | |
| | 4)FL BLDG 1909.3 (EXEPTION# 2) |
| | CONCRETE SLABS ON GRADE CONTAINING 6X6/ |
| | W1.4XW1.4 WELDED WIRE REINFORCEMENT |
| | FABRIC LOCATED IN THE MIDDLE TO THE |
| | UPPER 1/3RD OF THE SLAB SHALL BE SUP- |
| | PORTED BY APPROVED MATERIALS OR SUPPORTS |
| | AT SPACING NOT TO EXCEED 3 FT OR IN |
| | ACCORDANCE WITH MANUFACTURER'S SPEC. |
| | |
| | 5)THE LOCATION OF THE ADDITION INDICATED |
| | ON THE SURVEY DOES MATCH THE PLANS. |
| | THE PLANS SHOW A 6 FT. SPACE BETWEEN THE |
| | REAR OF THE EXISTING STRUCTURE AND THE |
| | ADDITION. |
| | |
| | 6) MECHANICAL VENTILATION IS REQUIRED TO |
| | BE INSTALLED IN THE EXISTING BATH WHEN |
| | WINDOW IS REMOVED. SEE FBC 1203.4.2. |
| | |
| | 7) THE NAIL SPACING FOR THE ROOF |
| | SHEATHING IS REQUIRED TO BE 6" O.C. IN |
| | THE FIELD. PLEASE REVISE. SEE CITY OF |
| | WPB AMENDMENTS TABLE 2306.1. |
| | |
| | 8) SPECIFY ATTIC VENTILATION AS REQUIRED |
| | BY FBC 2309.7. |
| | |
| | 9) SPECIFY EXTERIOR WALL FINISH. |
| | |
| | 10) SPECIFY INTERIOR WALL FINISH, |
| | INSULATION, FURRING, ETC. |
| | |
| | 11) SPECIFY THE REQUIRED MIN. 12" BELOW |
| | FINISH GRADE TO THE BOTTOM OF FOOTERS |
| | AND MIN. 4 INCHES ABOVE FINISH GRADE TO |
| | FINISH FLOOR. SEE FBC 1804.1.3 AND CITY |
| | AMENDMENTS 1804.1.7. |
| | |
| | 12) SPECIFY THE DEPTH OF EMBEDMENT FOR |
| | THE #5 DOWELS INTO THE EXISTING |
| | FOUNDATION. |
| | |
| | 13)INDICATE HOW THE TIE BEAMS OR COLUMNS |
| | FOR THE ADDITION WILL BE TIED INTO THE |
| | EXISTING STRUCTURE. |
| | |
| | 14) SPECIFY THE CONNECTORS THAT WILL BE |
| | USED TO ATTACH THE 2X10 JOISTS TO THE |
| | EXISTING STRUCTURE. |
| | |
| | 15) SPECIFY THE SLOPE OF THE FLAT ROOF. |
| | A MINIMUM SLOPE OF 1/4" PER FOOT IS |
| | REQUIRED PER FBC 1508.3.1. |
| | |
| | 16) THE ELEVATIONS INDICATE THE RAFTERS |
| | ON TOP OF THE EXISTING TIE BEAM AND THE |
| | CROSS SECTION APPEARS TO SHOW A 2X10 |
| | LEDGER ATTACHED TO THE SIDE OF THE |
| | EXISTING TIE BEAM. PLEASE CLARIFY. |
| | |
| | 17) INDICTE THE CEILING HEIGHT IN THE |
| | ADDITION. |
| | |
| | 18) THE PRODUCT APPROVAL FOR THE DOOR |
| | DOES NOT HAVE THE CORRECT PAGES ONE AND |
| | TWO (DIFFERENT ACCEPTANCE NUMBERS). THE |
| | APPROVED DRAWINGS ARE ALSO MISSING. |
| | |
| | 19) PROVIDE BUCK DETAILS FOR THE WINDOWS |
| | AND DOOR. INDICATE THE FASTENERS AND |
| | SPACING. |
| | |
| | 20) THE PRODUCT APPROVALS FOR THE |
| | WINDOWS ARE NOT LEGIBLE. THE DRAWINGS DO |
| | NOT HAVE THE PRODUCT ACCEPTANCE NUMBER |
| | OR STAMP ON THEM. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
