| Date |
Text |
| 2007-02-15 10:46:52 | 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) SUBMIT A SIGNED AND SEALED SUBSURFACE SOIL REPORT |
| | FROM A FLORIDA LICENSED SOILS ENGINEER. |
| | R401.4 SOIL TESTS. |
| | IN AREAS LIKELY TO HAVE EXPANSIVE, COMPRESSIBLE, |
| | SHIFTING OR OTHER UNKNOWN SOIL CHARACTERISTICS, THE |
| | BUILDING OFFICIAL SHALL DETERMINE WHETHER TO REQUIRE A |
| | SOIL TEST TO DETERMINE THE SOIL ?S CHARACTERISTICS AT A |
| | PARTICULAR LOCATION. THIS TEST SHALL BE MADE BY AN |
| | APPROVED AGENCY USING AN APPROVED METHOD. |
| | |
| | 4) SPECIFY THE BOTTOM CORD LIVE LOAD IN THE STRUCTURAL |
| | LOAD TABLE ON A1. MINIMUM IS 10 PSF PER FBC TABLE |
| | 1607.1. |
| | |
| | 5)UPDATE EMERGENCY EGRESS WINDOW INFORMATION ON SHEET |
| | A1. SPECIFY 2004 FBC AND SECTION R 310 OF THE 2004 FBC |
| | RESIDENTIAL. |
| | |
| | 6) SPECIFY THE EFFECTIVE WIND AREA FOR THE WALL |
| | CLADDING PRESSURES LISTED UNDER WIND INFORMATION ON |
| | SHEET A1. SEE ASCE7-02 FIGURE 6-3 AND TABLE R301.2 |
| | (2). |
| | |
| | 7) SPECIFY THE EFFECTIVE WIND AREA FOR THE ROOF |
| | CLADDING PRESSURES ON A1, WHICH ARE TOO LOW FOR AN |
| | EFFECTIVE WIND AREA OF 10 SQFT. |
| | |
| | 8) THE ADDITIONS CAN NOT CAUSE THE EGRESS FROM EXISTING |
| | BEDROOMS TO BE ANY LESS SAFE PER 2004 FBC EXISTING |
| | BUILDING SECTION 501.2. SHOW COMPLIANCE. |
| | |
| | 9) PROVIDE A BATHROOM WITH A DOOR THAT HAS A 29" CLEAR |
| | OPENING PER R322.1.1 AND FBC CHAPTER 11. |
| | ALL NEW SINGLE-FAMILY HOUSES, DUPLEXES, TRIPLEXES, |
| | CONDOMINIUMS AND TOWNHOUSES SHALL PROVIDE AT LEAST ONE |
| | BATHROOM , LOCATED WITH MAXIMUM POSSIBLE PRIVACY, WHERE |
| | BATHROOMS ARE PROVIDED ON HABITABLE GRADE LEVELS, WITH |
| | A DOOR THAT HAS A 29-INCH (737 MM) CLEAR OPENING. |
| | HOWEVER, IF ONLY A TOILET ROOM IS PROVIDED AT GRADE |
| | LEVEL, SUCH TOILET ROOMS SHALL HAVE A CLEAR OPENING OF |
| | NOT LESS THAN 29 INCHES (737 MM). |
| | |
| | 10) 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. |
| | |
| | 11) PROVIDE A DETAIL OF THE ALUMINUM COLUMN CAP ON THE |
| | ALUMINUM COLUMN AT THE ENTRY PORCH. SPECIFY THICKNESS, |
| | WELDS, DIMENSIONS, UPLIFT CAPACITY, ETC. |
| | |
| | 12) SPECIFY THE THICKNESS OF THE SQUARE ALUMINUM |
| | COLUMNS AND THE EMBED DEPTH. |
| | |
| | 13) CLARIFY WHERE THE SIMPSON H-7 CONNECTORS WILL BE |
| | INSTALLED. SEE SECTION A/A2. |
| | |
| | 14) A SIMPSON THA218 HANGER IS SPECIFIED TO BE |
| | INSTALLED UPSIDE DOWN AT THE ENTRY AND THE BATH |
| | ADDITION. SUBMIT PRODUCT APPROVALS, TESTING OR OTHER |
| | THAT ALLOWS THIS TYPE OF INSTALLATION AND SPECIFIES THE |
| | ALLOWABLE UPLIFT OR SPECIFY ANOTHER CONNECTOR. |
| | |
| | 15)SUBMIT SIGNED AND SEALED TRUSS DRAWINGS AND LAYOUT |
| | THAT HAS BEEN REVIEWED AND APPROVED IN WRITING BY THE |
| | DESIGNER OF RECORD FOR THE STRUCTURE FOR REVIEW BEFORE |
| | INSTALLATION. R802.10.1 TRUSS DESIGN DRAWINGS. TRUSS |
| | DESIGN DRAWINGS, PREPARED IN CONFORMANCE WITH SECTION |
| | R802.10.1 , SHALL BE PROVIDED TO THE BUILDING OFFICIAL |
| | AND APPROVED PRIOR TO INSTALLATION. |
| | |
| | 16)ROOF SHEATHING IS REQUIRED TO BE IN ACCORDANCE |
| | WITH SECTION R803.2.3.1 OF 2006 REVISIONS TO 2004 FBC |
| | RESIDENTIAL CODE. 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. SPACING OF RING-SHANK FASTENERS |
| | SHALL BE 4 INCHES ON CENTER IN NAILING ZONE 3 FOR 130 |
| | MPH OR GREATER DESIGNWIND SPEEDS IN ACCORDANCE WITH |
| | FIGURE R803.2.3.1. PLEASE REVISE NOTES ON A3. |
| | |
| | 17) SECTION A/A3 SHOWS THE SLAB 6 " ABOVE GRADE WITH A |
| | 16" THICK FOOTING THIS WILL NOT ALLOW FOR THE 12" BELOW |
| | GRADE REQUIRED TO THE BOTTOM OF THE FOOTING. R403.1.4 |
| | MINIMUM DEPTH. |
| | ALL EXTERIOR FOOTINGS SHALL BE PLACED AT LEAST 12 |
| | INCHES (305 MM) BELOW THE UNDISTURBED GROUND SURFACE. |
| | |
| | 18) SUBMIT ENERGY CALCULATIONS FOR THE NEW ADDITION AS |
| | REQUIRED BY FBC CHAPTER 13. |
| | |
| | 19) SPECIFY THE WALL INSULATION TYPE AND R-VALUE ON |
| | SECTION C/A3. |
| | |
| | 20) ON A3 THE ALLOWABLE UPLIFT FOR THE SIMPSON MTSM 20 |
| | IS 860 NOT 1490. PLEASE CORRECT. |
| | |
| | 21) ON A3 THE ROOF SHEATHING DETAIL SPECIFIES 19/32" |
| | CDX PLYWOOD AND SECTION C/A3 SPECIFIES 7/16" OSB ROOF |
| | DECK. PLEASE CORRECT. |
| | |
| | 22) PROVIDE A LINTEL SCHEDULE WITH LOAD CAPACITIES AND |
| | SPECIFY THE LINTELS THAT WILL BE USED. |
| | |
| | 23)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. |
| | |
| | 24)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. |
| | |
| | 25) SUBMIT PRODUCT APPROVALS FOR THE ROOF COVERING ON |
| | THE FLAT ROOF OF THE BATHROOM ADDITION. |
| | |
| | 26) SUBMIT PRODUCT APPROVALS FOR THE TRUSS STRAPS AND |
| | CONNECTORS. |
| | |
| | 27) SUBMIT PRODUCT APPROVALS FOR THE CONCRETE LINTELS. |
| | |
| | 28) SUBMIT PRODUCT APPROVALS FOR THE NEW EXTERIOR |
| | OUTSWING GLAZED FRENCH DOOR. |
| | |
| | 29) SUBMIT PRODUCT APPROVALS FOR THE ALUMINUM SOFFIT |
| | SPECIFIED IN SECTION C/A3. |
| | |
| | 30) VALUE OF JOB HAS BEEN INCREASED TO $57728.00. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
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