| Date |
Text |
| 2007-07-31 14:19:01 | 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. |
| | |
| | 3) SHOW COMPLIANCE WITH R322.2.2, WHICH REQUIRES AT |
| | LEAST ONE BATHROOM WITH A DOOR THAT HAS A 29" CLEAR |
| | OPENING. THE DOOR TO THE WATER CLOSET IN THE NEW MASTER |
| | BATHROOM DOES NOT COMPLY. |
| | |
| | 4) ON SHEET A1 THE DESIGN DATA SPECIFIES THE INTERNAL |
| | PRESSURE COEFFICIENT AS N/A. SEE THE WIND DESIGN DATA |
| | ON SHEET A5. PLEASE CORRECT. |
| | |
| | 5) 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. THE ROUGH-FRAMED OPENING SHALL NOT BE LESS |
| | THAN 22 INCHES BY 30 INCHES (559 MM BY 762 MM) AND |
| | SHALL BE LOCATED IN A HALLWAY OR OTHER READILY |
| | ACCESSIBLE LOCATION. A 30-INCH (762 MM) MINIMUM |
| | UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE |
| | PROVIDED AT SOME POINT ABOVE THE ACCESS OPENING. SEE |
| | SECTION M1305.1.3 FOR ACCESS REQUIREMENTS WHERE |
| | MECHANICAL EQUIPMENT IS LOCATED IN ATTICS. |
| | |
| | 6) SUBMIT ENERGY CALCULATIONS FOR THE ADDITION AS |
| | REQUIRED BY FBC CHAPTER 13. |
| | |
| | 7) SOME OF THE NOTES AND PARTS OF THE FOOTING SCHEDULE |
| | ON SHEET A4 ARE ILLEGIBLE. |
| | |
| | 8) DETAIL 5 ON A4 SPECIFIES A MINIMUM FOOTING THICKNESS |
| | OF 16" AND THE FOOTING SCHEDULE SPECIFIES AN 18" THICK |
| | FOOTING. PLEASE CORRECT. |
| | |
| | 9) PLEASE UPDATE THE MASONRY NOTES ON A4 TO TMS 402-02 |
| | AND TMS 602-02, WHICH ARE THE EDITIONS REFERENCED BY |
| | THE 2004 FBC RESIDENTIAL IN CHAPTER 43. |
| | |
| | 10) REVISE THE ROOF NOTES IN DETAILS 1, 2 AND 3 0N A5 |
| | TO SPECIFY 8D RING SHANK NAILS FOR FASTENING THE ROOF |
| | SHEATHING. |
| | |
| | 11) THE UPLIFT PRESSURES FOR ROOF ZONES 1, 2 AND 3 |
| | SPECIFIED ON A5 FOR A 100 SQFT EFFECTIVE WIND AREA ARE |
| | INCORRECT. SEE TABLE R301.2(2). THE UPLIFT PRESSURES |
| | FOR ROOFING SHOULD USE THE 10 SQFT EFFECTIVE WIND |
| | PRESSURES FROM THE TABLE. THE ROOF SLOPE SHOULD BE |
| | SPECIFIED BECAUSE IT IS REQUIRED TO DETERMINE THE |
| | PRESSURES. |
| | |
| | 12) THE WALL COMPONENT AND CLADDING PRESSURE FOR ZONE 4 |
| | ON A5 OF 38.2 SHOULD BE EXPRESSED AS A NEGATIVE INSTEAD |
| | OF POSITIVE. PLEASE CORRECT. |
| | |
| | 13) SPECIFY THE LENGTH/EMBED DEPTH OF THE TAPCONS |
| | SPECIFIED IN DETAIL 4 ON S5. ALSO SPECIFY THAT THE |
| | MANUFACTURER OF THESE CONNECTORS IS "USP". |
| | |
| | 14)PRODUCT APPROVALS SUBMITTED WITH PERMIT |
| | APPLICATION AFTER OCTOBER 1, 2003 |
| | ARE REQUIRED TO COMPLY WITH THE FLORIDA |
| | PRODUCT APPROVAL SYSTEM. FOR INFORMATION |
| | PLEASE SEE THE STATE WEBSITE AT |
| | WWW.FLORIDABUILDING.ORG. PRODUCTS WITH |
| | STATEWIDE APPROVAL ARE REQUIRED TO BE |
| | SUBMITTED WITH A COVER SHEET THAT LISTS |
| | THE PRODUCT IDENTITY NUMBER FROM THE |
| | STATE. |
| | |
| | 15)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. |
| | |
| | 16) SUBMIT PRODUCT APPROVALS FOR THE GLASS BLOCK AND |
| | WINDOW MULLIONS. |
| | |
| | 17) THE WINDOW AND DOOR PRESSURES SPECIFIED ON THE |
| | ELEVATIONS ON SHEET A3 ARE HIGHER THAN THE MAXIMUM |
| | PRESSURES SPECIFIED ON SHEET A5. PLEASE CORRECT. |
| | |
| | 18)FBC* 1804.2.2AREA OF QUESTIONABLE |
| | SOIL.SUBMIT A GEOTECHNICAL REPORT |
| | TO VERIFY THE SAFE BEARING CAPACITY OF |
| | THE SOIL. |
| | |
| | 19) SPECIFY THE REQUIRED SOIL BEARING CAPACITY FOR THE |
| | STRUCTURE ON THE PLANS. |
| | |
| | 20) THE VALUE OF THE PROJECT HAS BEEN INCREASED BASED |
| | ON ICC VALUATION DATA AND RADON FEES HAVE BEEN ADDED. |
| | FEES OF $ 56.26 ARE DUE. |
| | |
| | - ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
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