| Date |
Text |
| 2007-08-10 08:31:27 | 2004 FBC WITH 2006 AMENDMENTS |
| | NEW SFR |
| | CBS CONSTRUCTION |
| | |
| | DENIED BY BUILDING |
| | |
| | 1) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT |
| | MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 2) 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. SUBMIT PAID |
| | COUNTY IMPACT FEE RECEIPT. |
| | |
| | 3) SUBMIT A DRAINAGE PLAN SHOWING COMPLIANCE WITH |
| | R401.3 DRAINAGE . |
| | SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER |
| | CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION SO AS |
| | TO NOT CREATE A HAZARD. LOTS SHALL BE GRADED SO AS TO |
| | DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE |
| | GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM |
| | OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET (3048 |
| | MM). |
| | EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER |
| | PHYSICAL BARRIERS PROHIBIT 6 INCHES (152 MM) OF FALL |
| | WITHIN 10 FEET (3048 MM), DRAINS OR SWALES SHALL BE |
| | PROVIDED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. |
| | |
| | 4) ON SHEET 1 THE WINDLOAD PRESSURE FOR THE CORNER |
| | WINDOW ON THE RIGHT SIDE ELEVATION IS INCORRECT. PLEASE |
| | REVISE. |
| | |
| | 5) SHOW COMPLIANCE WITH R903.4 ROOF DRAINAGE. UNLESS |
| | ROOFS ARE SLOPED TO DRAIN OVER ROOF EDGES, ROOF DRAINS |
| | SHALL BE INSTALLED AT EACH LOW POINT OF THE ROOF. WHERE |
| | REQUIRED FOR ROOF DRAINAGE, SCUPPERS SHALL BE PLACED |
| | LEVEL WITH THE ROOF SURFACE IN A WALL OR PARAPET. THE |
| | SCUPPER SHALL BE LOCATED AS DETERMINED BY THE ROOF |
| | SLOPE AND CONTRIBUTING ROOF AREA. SCUPPERS ARE REQUIRE |
| | TO BE LEVEL WITH THE ROOF SURFACE. REVISE SCUPPER |
| | DETAIL ON SHEET 4. |
| | |
| | 6)SHOW COMPLIANCE WITH R903.4.1 |
| | WHEN OTHER MEANS OF DRAINAGE OF OVERFLOW WATER IS NOT |
| | PROVIDED, OVERFLOW SCUPPERS SHALL BE PLACED IN WALLS OR |
| | PARAPETS NOT LESS THAN 2 INCHES (51 MM) NOR MORE THAN 4 |
| | INCHES (102 MM) ABOVE THE FINISHED ROOF COVERING AND |
| | SHALL BE LOCATED AS CLOSE AS PRACTICAL TO REQUIRED |
| | VERTICAL LEADERS OR DOWNSPOUTS OR WALL AND PARAPET |
| | SCUPPERS . AN OVERFLOW SCUPPER SHALL BE SIZED IN |
| | ACCORDANCE WITH THE FLORIDA BUILDING CODE, PLUMBING . |
| | |
| | 7) SUBMIT SCUPPER AND SECONDARY ROOF DRAIN SIZING |
| | CALCULATIONS. SEE FBC PLUMBING SECTIONS 1106 AND 1107. |
| | |
| | 8) SHOW COMPLIANCE WITH R320.7 PROTECTION AGAINST DECAY |
| | AND TERMITES. |
| | CONDENSATE LINES AND ROOF DOWNSPOUTS SHALL DISCHARGE AT |
| | LEAST 1 FOOT (305 MM) AWAY FROM THE STRUCTURE SIDEWALL, |
| | WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS OR |
| | SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON |
| | ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 MM) |
| | HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON |
| | A ROOF ABOVE ANOTHER ROOF. |
| | |
| | 9) SPECIFY SAFETY GLAZING IN THE BATHROOM WINDOWS IN |
| | ACCORDANCE WITH FBC R308.1. |
| | |
| | 10) PROVIDE A STRUCTURAL DETAIL INDICATING THE |
| | CONSTRUCTION OF THE ARCH OPENINGS. FBC* 106.1.2 |
| | |
| | 11) CLARIFY THE FOUNDATION FOR THE EXTERIOR CBS WALL AT |
| | THE CARPORT. A 10" THICKENED EDGE WITH ONE #5 REBAR IS |
| | SPECIFIED. THIS DOES NOT APPEAR TO BE ADEQUATE. |
| | |
| | 12) SPECIFY THE FOOTINGS AT THE COVERED ENTRY. FBC* |
| | 106.1.2 |
| | |
| | 13) SHOW COMPLIANCE WITH ROOF VENTILATION 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 PERM IS INSTALLED |
| | ON THE WARM SIDE OF THE CEILING. |
| | |
| | 14) SUBMIT MANUFACTURER'S SPECIFICATIONS, PRODUCT |
| | APPROVAL OR TECHNICAL BULLETIN SHOWING THAT THE SIMPSON |
| | HUS 28 CAN BE ATTACHED TO CONCRETE OR MASONRY WITH |
| | TITEN SCREWS OR SPECIFY ANOTHER CONNECTOR. |
| | |
| | 15) THE UPLIFT VALUE IN THE TRUSS ANCHOR SCHEDULE ON |
| | SHEET 3 FOR THE SIMPSON HETA 20 IS INCORRECT. THE |
| | ALLOWABLE UPLIFT LISTED IN THE 2007 SIMPSON CATALOG IS |
| | 1805 #. |
| | |
| | 16) SPECIFY THE BOLT LENGTH/EMBED DEPTH FOR THE SIMPSON |
| | LTT 20B IN THE ANCHOR SCHEDULE ON SHEET 3. |
| | |
| | 17)WPB ADMIN CODE 106.3* 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. |
| | |
| | 18) PLEASE DO NOT STAPLE PRODUCT APPROVALS TO THE |
| | PLANS. |
| | |
| | 19) SUBMIT PRODUCT APPROVALS FOR THE EXTERIOR OUTSWING |
| | DOOR AT THE CARPORT. |
| | |
| | 20)SUBMIT A KEY PLAN AND INSTALLATION SCHEDULE FOR |
| | THE STORM PANELS. SPECIFY THE MOUNT TYPE, ANCHOR TYPE |
| | AND SPACING, ETC. SEE ATTACHED SAMPLE SCHEDULE. |
| | |
| | 21) THE PRODUCT APPROVAL NUMBER FOR THE TAMKO ROOFING |
| | HAS BEEN REVISED. UPDATE THE NOA NUMBER LISTED ON SHEET |
| | 1 TO THE CURRENT ONE. |
| | |
| | 22) SPECIFY WHICH ONE OF THE APPROVED ASSEMBLIES LISTED |
| | IN THE NOA FOR THE TAMKO MODIFIED ROOFING SYSTEM WILL |
| | BE INSTALLED. INDICATE THE FASTENING OPTION AND DESIGN |
| | PRESSURE THAT WILL BE USED. SUBMIT RAS 117 CALCULATIONS |
| | FOR ENHANCED FASTENING IF REQUIRED IN ORDER TO MEET |
| | COMPONENT AND CLADDING UPLIFT PRESSURES THE EDGE AND |
| | CORNER ROOF ZONES. |
| | |
| | 23) SPECIFY THE COMPONENT AND CLADDING UPLIFT PRESSURES |
| | FOR THE THREE ROOF ZONES ON THE PLANS. SEE FBC TABLE |
| | R301.2(2) AND FIGURE R301.2(8). |
| | |
| | 24) THE VALUE OF THE PROJECT HAS BEEN REVISED BASED ON |
| | ICC BUILDING VALUATION DATA. ADDITIONAL PERMIT FEES OF |
| | $764.33 ARE DUE. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | [email protected] |
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