| Date |
Text |
| 2008-05-20 12:15:24 | 2004 FBC W/2007 REVISIONS |
| | LEVEL 3 ALTERATIONS AND ADDITION |
| | |
| | DENIED BY BUILDING |
| | |
| | 1) THE VALUE OF THE WORK LISTED ON THE APPLICATION IS |
| | LOW. PLEASE INCREASE THE VALUE FOR THE WORK ON THE |
| | APPLICATION. FOR PERMITTING PURPOSES, VALUATION OF |
| | BUILDINGS AND SYSTEMS SHALL BE TOTAL REPLACEMENT VALUE |
| | TO INCLUDE MATERIALS, LABOR, DESIGN FEES, OVERHEAD AND |
| | PROFIT AS WOULD BE CHARGED BY A CONTRACTOR. FBC 108.3* |
| | CITY AMENDMENTS. |
| | |
| | 2)A RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL |
| | BE REQUIRED. |
| | |
| | 3) 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. (561) 233-5025 |
| | |
| | 4) ON SHEET A-1.1 UNDER THE WOOD TRUSS SECTION, PLEASE |
| | REVISE THE WIND SPEED TO 140 MPH. SEE FBC R FIGURE |
| | R301.2(4). |
| | |
| | 5) UNDER GENERAL DESIGN CRITERIA ON SHEET A-1.1 PLEASE |
| | ADD 2007 AMENDMENTS TO APPLICABLE CODES. |
| | |
| | 6) ON THE PLANS, SPECIFY THE DISTANCES TO THE PROPERTY |
| | LINES AND OTHER STRUCTURES AT THE ADDITION. SEE FBC R |
| | R302.1 EXTERIOR WALLS. |
| | EXTERIOR WALLS SEPARATED BY LESS THAN 6 FEET (1828 MM) |
| | SHALL HAVE NOT LESS THAN A ONE-HOUR FIRE-RESISTIVE |
| | RATING WITH EXPOSURE FROM BOTH SIDES. PROJECTIONS SHALL |
| | NOT EXTEND TO A POINT CLOSER THAN 4 FEET (1220 MM) FROM |
| | AN ADJACENT PROJECTION OR WALL. |
| | |
| | 7) SUBMIT TWO COPIES OF PRODUCT APPROVALS FOR EXTERIOR |
| | WINDOWS, DOORS, STORM PANELS, ROOF COVERING AND TRUSS |
| | CONNECTORS AS REQUIRED BY DCA RULE 9B-72. |
| | |
| | 8)FBC 106.3* CITY AMENDMENTS PRODUCT APPROVALS. THOSE |
| | PRODUCT WHICH ARE REGULATED BY DCA RULE 9B-72 SHALL BE |
| | REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF |
| | RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| | |
| | 9) SUBMIT TWO COPIES OF A KEY PLAN AND INSTALLATION |
| | SCHEDULE FOR THE STORM PANELS. SPECIFY THE MOUNT TYPE, |
| | ANCHOR TYPE AND SPACING, SPANS, EDGE DISTANCE, GLASS |
| | SEPARATION, ETC. FROM THE PRODUCT APPROVAL THAT WILL BE |
| | USED. SEE ATTACHED SAMPLE INSTALLATION SCHEDULE. SEE |
| | R301.2.1.2 PROTECTION OF OPENINGS. |
| | |
| | 10) SHOW COMPLIANCE WITH R317.1 TWO-FAMILY DWELLINGS. |
| | DWELLING UNITS IN TWO-FAMILY DWELLINGS SHALL BE |
| | SEPARATED FROM EACH OTHER BY WALL AND/OR FLOOR |
| | ASSEMBLIES HAVING NOT LESS THAN 1-HOUR FIRE -RESISTANCE |
| | RATING WHEN TESTED IN ACCORDANCE WITH ASTM E 119. FIRE |
| | -RESISTANCE-RATED FLOOR-CEILING AND WALL ASSEMBLIES |
| | SHALL EXTEND TO AND BE TIGHT AGAINST THE EXTERIOR WALL, |
| | AND WALL ASSEMBLIES SHALL EXTEND TO THE UNDERSIDE OF |
| | THE ROOF SHEATHING. |
| | R317.1.1 SUPPORTING CONSTRUCTION. |
| | WHEN FLOOR ASSEMBLIES ARE REQUIRED TO BE FIRE |
| | -RESISTANCE-RATED BY SECTION R317.1 , THE SUPPORTING |
| | CONSTRUCTION OF SUCH ASSEMBLIES SHALL HAVE AN EQUAL OR |
| | GREATER FIRE -RESISTIVE RATING. |
| | PROVIDE LISTED ASSEMBLY DETAILS. |
| | |
| | 11) THE WINDOW AND DOOR SCHEDULE ON A-2.2 SPECIFIES |
| | STORM SHUTTERS ON ALL OPENINGS. SHOW COMPLIANCE WITH |
| | R310.4 BARS, GRILLS, COVERS AND SCREENS. |
| | BARS, GRILLS, COVERS, SCREENS OR SIMILAR DEVICES ARE |
| | PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND RESCUE |
| | OPENINGS, BULKHEAD ENCLOSURES, OR WINDOWWELLS THAT |
| | SERVE SUCH OPENINGS, PROVIDED THE MINIMUM NET CLEAR |
| | OPENING SIZE COMPLIES WITH SECTIONS R310.1.1 TO |
| | R310.1.3 , AND SUCH DEVICES SHALL BE RELEASABLE OR |
| | REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, |
| | TOOL OR FORCE GREATER THAN THAT WHICH IS REQUIRED FOR |
| | NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING. THE |
| | TEMPORARY INSTALLATION OR CLOSURE OF STORM SHUTTERS , |
| | PANELS, AND OTHER APPROVED HURRICANE PROTECTION DEVICES |
| | SHALL BE PERMITTED ON EMERGENCY ESCAPE AND RESCUE |
| | OPENINGS DURING THE THREAT OF A STORM. SUCH DEVICES |
| | SHALL NOT BE REQUIRED TO COMPLY WITH THE OPERATIONAL |
| | CONSTRAINTS OF SECTION R310.1.4 . WHILE SUCH PROTECTION |
| | IS PROVIDED, AT LEAST ONE MEANS OF ESCAPE FROM THE |
| | DWELLING OR DWELLING UNIT SHALL BE PROVIDED. THE MEANS |
| | OF ESCAPE SHALL BE WITHIN THE FIRST FLOOR OF THE |
| | DWELLING OR DWELLING UNIT AND SHALL NOT BE LOCATED |
| | WITHIN A GARAGE WITHOUT A SIDE HINGED DOOR LEADING |
| | DIRECTLY TO THE EXTERIOR. OCCUPANTS IN ANY PART OF THE |
| | DWELLING OR DWELLING UNIT SHALL BE ABLE TO ACCESS THE |
| | MEANS OF ESCAPE WITHOUT PASSING THROUGH A LOCKABLE DOOR |
| | NOT UNDER THEIR CONTROL. |
| | |
| | 12) SHOW COMPLIANCE WITH R807.1 ATTIC ACCESS. |
| | IN BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF |
| | CONSTRUCTION, AN ATTIC ACCESS OPENING SHALL BE PROVIDED |
| | TO ATTIC AREAS THAT EXCEED 30 SQUARE FEET (2.8 M 2 ) |
| | AND HAVE A VERTICAL HEIGHT OF 30 INCHES (762 MM) OR |
| | GREATER. |
| | |
| | 13) SHOW COMPLIANCE WITH R806.2 MINIMUM AREA. |
| | THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS |
| | THAN 1 TO 150 OF THE AREA OF THE SPACE VENTILATED |
| | EXCEPT THAT THE TOTAL AREA IS PERMITTED TO BE REDUCED |
| | TO 1 TO 300, PROVIDED AT LEAST 50 PERCENT AND NOT MORE |
| | THAN 80 PERCENT OF THE REQUIRED VENTILATING AREA IS |
| | PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF |
| | THE SPACE TO BE VENTILATED AT LEAST 3 FEET (914 MM) |
| | ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE OF THE |
| | REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. |
| | AS AN ALTERNATIVE, THE NET FREE CROSS-VENTILATION AREA |
| | MAY BE REDUCED TO 1 TO 300 WHEN A VAPOR BARRIER HAVING |
| | A TRANSMISSION RATE NOT EXCEEDING 1 PERMIS INSTALLED |
| | ON THE WARM SIDE OF THE CEILING. SPECIFY THE SIZE AND |
| | SPACING OF THE ATTIC VENTS. |
| | |
| | 14) SUBMIT ENERGY CALCULATION FORMS AS REQUIRED BY FBC |
| | 13-600. |
| | |
| | 15) SPECIFY THE INSULATION FOR THE EXTERIOR WALLS ON |
| | THE WALL SECTION. SEE FBC 13-600. |
| | |
| | 16) THERE IS TWO DIFFERENT PLAN SHEET NUMBERED A-4.0. |
| | PLEASE CORRECT. |
| | |
| | 17) UNDER GENERAL STRUCTURAL NOTE #1 ON SHEET A-4.0, |
| | PLEASE REVISE TO ASCE 7-02. SEE REFERENCED STANDARDS IN |
| | CHAPTER 43 OF 2004 FBC RESIDENTIAL. |
| | |
| | 18) ON A-4.0 THE ROOF UPLIFT COMPONENT AND CLADDING |
| | PRESSURES ARE TOO LOW FOR EXPOSURE C WITH A 3:12 ROOF |
| | PITCH AND A 10 SQFT EFFECTIVE WIND AREA. SEE FBC R |
| | TABLE R301.2(2) AND R301.2(3). |
| | |
| | 19) WALL SECTION 2 ON A-5.3 SPECIFIES A DOUBLE 2 X 8 |
| | LEDGER W/ (2) 5/8" DIA. ANCHOR BOLTS AT 36" OC. PLEASE |
| | CLARIFY WHAT THEY WILL BE ANCHORED TO, AS THERE IS NO |
| | TIE BEAM SPECIFIED AT THIS LOCATION. ALSO SPECIFY THE |
| | LENGTH/ EMBED DEPTH FOR THE ANCHOR BOLTS. |
| | |
| | 20) SPECIFY HOW THE WOOD BEAM (WD-1) SUPPORTING THE |
| | ROOF AT THE SECOND FLOOR BALCONY ON SHEET A-4.0 WILL BE |
| | CONNECTED TO THE STRUCTURE. R802.2.9.1 UPLIFT |
| | RESISTANCE. A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO |
| | TRANSMIT THE UPLIFT FORCES FROM THE RAFTER OR TRUSS |
| | TIES TO THE FOUNDATION. FOR RAFTER CONSTRUCTION, STRAPS |
| | AND/OR CLIPS SHALL EXTEND SUCH THAT THE TOP NAIL IS |
| | WITHIN 1 INCH OF THE TOP OF THE RAFTER, OR SHALL BE |
| | WRAPPED AROUND THE TOP OF THE RAFTER WITH ONE OR MORE |
| | NAILS INSTALLED ON THE OPPOSITE SIDE OF THE RAFTER. |
| | |
| | 21) SPECIFY THE CONNECTORS FOR THE ENDS OF THE DOUBLE 2 |
| | X 12 RIDGE BEAM. FBC 106.1* CITY AMENDMENTS |
| | |
| | 22) SPECIFY THE SIZE OF THE CEILING JOISTS OVER THE |
| | SECOND FLOOR BATH ROOM AND BALCONY. FBC 106.1* CITY |
| | AMENDMENTS |
| | |
| | 23) SPECIFY RING SHANK NAILS FOR ROOF SHEATHING ON |
| | A-5.1 AS REQUIRED BY R803.2.3.1 SHEATHING FASTENINGS. |
| | WOOD STRUCTURAL PANEL SHEATHING SHALL BE FASTENED TO |
| | ROOF FRAMING WITH 8D RING-SHANK NAILS AT 6 INCHES ON |
| | CENTER AT EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE |
| | FRAMING. WHERE ROOF FRAMING WITH A SPECIFIC GRAVITY, |
| | 0.42 < G < 0.49 IS USED, SPACING OF RING-SHANK |
| | FASTENERS SHALL BE 4 INCHES ON CENTER IN NAILING ZONE 3 |
| | FOR 130 MPH OR GREATER DESIGN WIND SPEEDS IN ACCORDANCE |
| | WITH FIGURE R803.2.3.1 . |
| | |
| | 24) SPECIFY TWO LAYERS OF UNDERLAYMENTR905.3.3.1 LOW |
| | SLOPE ROOFS. |
| | FOR ROOF SLOPES FROM TWO AND ONE-HALF UNITS VERTICAL IN |
| | 12 UNITS HORIZONTAL (2? :12), UP TO FOUR UNITS VERTICAL |
| | IN 12 UNITS HORIZONTAL (4:12), UNDERLAYMENT SHALL BE A |
| | MINIMUM OF TWO LAYERS UNDERLAYMENT APPLIED AS FOLLOWS: |
| | |
| | 1.STARTING AT THE EAVE, A 19-INCH (483 MM) STRIP |
| | OF UNDERLAYMENT SHALL BE APPLIED PARALLEL WITH THE EAVE |
| | AND FASTENED SUFFICIENTLY IN PLACE. |
| | 2.STARTING AT THE EAVE, 36-INCH-WIDE (914 MM) |
| | STRIPS OF UNDERLAYMENT FELT SHALL BE APPLIED, |
| | OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM), AND |
| | FASTENED SUFFICIENTLY IN PLACE. |
| | |
| | 25) PLEASE SUBMIT A RESPONSE LETTER WITH THE |
| | RESUBMITTAL, SPECIFYING HOW THE COMMENTS HAVE BEEN |
| | ADDRESSED. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | [email protected] |
