| Date |
Text |
| 2003-01-23 00:00:00 | BUILDING DENIED |
| | |
| | 1) IMPACT FEES MUST BE PAID TO PALM |
| | BEACH COUNTY, PLANS STAMPED BY THEM AND |
| | COPY OF RECEIPT SUBMITTED TO CITY OF |
| | WEST PALM BEACH BUILDING DEPARTMENT, |
| | BEFORE A BUILDING PERMIT CAN BE ISSUED. |
| | |
| | 2) SMOKE DETECTORS ARE REQUIRED TO BE |
| | LOCATED PER FBC 905.2.2. |
| | |
| | 3) SPECIFY ATTIC VENTILATION AS REGUIRED |
| | BY FBC 2309.7. |
| | |
| | 4) SPECIFY SIZE OF ATTIC ACCESSES. IN |
| | GARAGE AND EXISTING STRUCTURE. SEE FBC |
| | 2309.6. |
| | |
| | 5)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. |
| | INDICATE THE EXPOSURE CATEGORY AND |
| | INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 6) PROVIDE (2) COPIES OF A SURVEY. |
| | |
| | 7) SPECIFY ON THE PLANS THAT THE WELDED |
| | WIRE MESH WILL BE SUPPORTED ON APPROVED |
| | MATERIAL AT 3' O.C. OR INDICATE LOCATION |
| | OF CONTROL JOINTS. SEE FBC 1909.3. |
| | |
| | 8) THE GLAZED FRENCH DOORS ARE REQUIRED |
| | TO HAVE IMPACT RESISTANT GLAZING OR |
| | HAVE IMPACT PROTECTION PER FBC 1606.1.4. |
| | |
| | 9) PROVIDE (2) PRODUCT APPROVALS, KEY |
| | PLANS AND INSTALLATION SCHEDULES |
| | INDICATING THE SPECIFIC TYPES OF ANCHORS |
| | TO BE USED FOR STORM PANELS. FOR ANY |
| | GLAZING THAT IS NOT IMPACT RATED. |
| | |
| | 10) THE GROUND FLOOR ON SHEET 2 SHOWS AN |
| | EXTERIOR DOOR AND WINDOW AT THE MASTER |
| | BATH TUB. THE ELEVATION ON SHEET 10 ONLY |
| | SHOWS THE DOOR. ARE THE INTERIOR AND |
| | EXTERIOR DOORS OPENING TO A BATHTUB? |
| | PLEASE CLARIFY. |
| | |
| | 11) PROVIDE A SECTION OR DETAIL OF THE |
| | 6" CONCRETE BALCONY AT THE SECOND FLOOR |
| | ABOVE THE COURTYARD. SHOW HOW STEEL |
| | REINFORCING IS TIED TO MAIN STRUCTURE. |
| | SHOW GUARDRAIL HEIGHT, SPACING OF |
| | INTERMEDIATE RAILS, METHOD OF ATTACHMENT |
| | LOAD RESISTING REQUIREMENTS, ETC. SEE |
| | FBC 1015 AND 1608.2.2. |
| | |
| | 12) ALL ROOMS USED FOR SLEEPING PURPOSES |
| | (INCLUDING PLAYROOM) ARE REQUIRED TO |
| | HAVE AN EMERGENCY ESCAPE AND RESCUE |
| | OPENING THAT COMPLIES WITH FBC 1005.4. |
| | NOTE: THE SECOND FLOOR MUST HAVE A NET |
| | CLEAR OPENING AREA OF 5.7 SQ.FT. |
| | |
| | 13) PROVIDE AT LEAST ONE BATHROOM ON |
| | HABITABLE GRADE WITH A 29" CLEAR OPENING |
| | PER FBC CHAPTER 11. |
| | |
| | 14) PROVIDE (2) CURRENT AND COMPLETE |
| | COPIES OF SBCCI OR METRO-DADE PRODUCT |
| | APPROVALS FOR: |
| | - EXTERIOR WINDOWS |
| | - EXTERIOR DOORS |
| | - GARAGE DOORS |
| | NOTE: ALL PRODUCT APPROVALS MUST BE |
| | REVIEWED AND APPROVED BY THE CITY OF WPB |
| | HISTORICAL DEPARTMENT. |
| | |
| | 15) GLAZING WITHIN 3 FT. HORIZONTALLY OF |
| | A STANDING OR WALKING SURFACE AT A TUB |
| | OR SHOWER MUST BE SAFETY GLASS PER FBC |
| | 2405.2. IMPACT RATED GLASS IS ACCEPTABLE |
| | |
| | 16) THE CHIMNEY IS REQUIRED TO EXTEND |
| | AT LEAST 2 FT. HIGHER THAN ANY PORTION |
| | OF THE ROOF OR BUILDING THAT IS LOCATED |
| | WITHIN 10 FT. HORIZONTALLY OF SUCH |
| | CHIMNEY PER FBC 2804.2.4. |
| | |
| | 17) PROVIDE A DETAIL OF THE WOOD FRAME |
| | INTERIOR LOAD BEARING WALLS. INDICATE |
| | THE CONNECTORS THAT WILL BE REQUIRED TO |
| | PROVIDE A CONTINOUS LOAD PATH TO THE |
| | FOUNDATION. |
| | |
| | 18)INDICATE FIREBLOCKING WHERE CONCEALED |
| | SPACES AT WALLS INTERSECT FLOORS OR |
| | CEILINGS PER FBC 705.3. |
| | |
| | 19) SPECIFY THE LOCATIONS AND MATERIAL |
| | THAT WILL BE USED TO PROVIDE |
| | DRAFTSTOPPING AT THE FLOOR/CEILING |
| | ASSEMBLY REQUIRED BY FBC 2305.2. |
| | |
| | 20) PROVIDE BUCK ATTACHMENT DETAILS FOR |
| | WINDOWS, DOORS AND GARAGE DOORS. SEE FBC |
| | 1707.4.4.1 AND 1707.4.4.2. |
| | |
| | 21) THE WALL SECTION ON SHEET 14 SHOWS |
| | R-19 INSULATION AND THE ENERGY |
| | CALCULATIONS LIST R-30. PLEASE CORRECT. |
| | |
| | 22) PROVIDE A HURRICANE ANCHOR SCHEDULE. |
| | SPECIFY THE ANCHORS AND CONNECTORS TO BE |
| | USED AND THE NATURE, LOCATION AND |
| | MAGNITUDE OF THE LOADS TO BE RESISTED |
| | FOR THE TRUSSES. INDICATE THE CONNECTORS |
| | TO BE USED FOR ALL BEAM TO COLUMN OR |
| | WALL ATTACHMENTS. SPECIFY CONNECTORS FOR |
| | LOAD PATH AT WOOD FRAME BEARING WALL ON |
| | BEAMS AT GARAGE. |
| | |
| | 23) SPECIFY THE SPECIAL ROOF SHEATHING |
| | NAILING REQUIREMENTS REQUIRED BY THE |
| | CITY OF WPB AMENDMENTS TO FBC TABLE |
| | 2306.1. |
| | |
| | 24) PROVIDE DETAILS AND SPECIFICATIONS |
| | FOR INTERIOR STAIRS, HANDRAIL AND |
| | GUARDRAIL. INCLUDE HEIGHTS, BALUSTER |
| | SPACING, SIZE, GRASPABILITY, LOAD |
| | REQUIREMENTS, FIRE BLOCKING, ETC. SEE |
| | FBC 1007, 1015, 1026.5, 1608.2, 2305.1.4 |
| | (3). |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
