| Date |
Text |
| 2007-01-26 13:50:27 | 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) ON SHEET A2 THE WRONG EDITION OF ASCE7 IS |
| | REFERENCED. THE CORRECT EDITION IS ASCE7-02. |
| | |
| | 4)TWO COPIES OF A SURVEY OR SITE PLAN SHOWNING THE |
| | NEW ADDITION IN RELATION TO THE PROPERTY LINES IS |
| | REQUIRED. |
| | |
| | 5) SUBMIT A DRAINAGE PLAN TO SHOW 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. |
| | |
| | 6) SHOW COMPLIANCE WITH R308.3 HUMAN IMPACT LOADS. |
| | INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN |
| | HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED |
| | IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF |
| | CPSC 16 CFR, PART 1201. GLAZING SHALL COMPLY WITH THE |
| | CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR |
| | CATEGORY II AS INDICATED IN TABLE R308.3 . |
| | R308.4 HAZARDOUS LOCATIONS. |
| | THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS |
| | LOCATIONS FOR THE PURPOSES OF GLAZING : |
| | 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, |
| | WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS. |
| | GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE |
| | COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE |
| | GLAZING IS LESS THAN 60 INCHES (1524 MM) MEASURED |
| | VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. |
| | |
| | 7)SPECIFY THE ROOF SHEATHING FASTENERS AND FASTENER |
| | SPACING FOR ROOF ZONES 1, 2 AND 3. SEE R803.2.3.1. |
| | |
| | 8)SUBMIT ENERGY CALCULATIONS AS REQUIRED BY FBC |
| | CHAPTER 13. |
| | |
| | 9) 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. SUBMIT TWO |
| | SIGNED AND SEALED TRUSS DRAWINGS AND LAYOUTS THAT HAVE |
| | BEEN REVIEWED AND APPROVED BY THE DESIGNER OF RECORD. |
| | |
| | 10)THE ELEVATION OF THE TOP OF THE NEW ENTRY IS NOT |
| | INDICATED ON THE ELEVATION PLANS. |
| | |
| | 11)SPECIFY THE TRUSS CONNECTORS FOR THE NEW TRUSSES |
| | TO THE EXISTING TIE BEAM AT THE REAR ADDITION. |
| | |
| | 12)THE UPLIFT VALUES FOR THE SIMPSON HETAL 20 (1810#) |
| | AND THE USP TAPL 12 (1385 #) ARE INCORRECT IN THE |
| | SCHEDULE ON A6. THE USP HC10 IS NOT LISTED IN THE |
| | CATALOG. IS THIS SUPPOSED TO BE AN RT16 CONNECTOR? |
| | PLEASE REVIEW AND UPDATE THE SCHEDULE. |
| | |
| | 13)SPECIFY THE STEEL THICKNESS FOR THE STEEL COLUMN |
| | CAP . CLARIFY THE HEIGHT DIMENSION AND HOLE SPACING, |
| | WHICH ARE ILLEGIBLE ON THE DETAIL ON A8. |
| | |
| | 14) THE WINDSPEED SPECIFIED IN THE BUCK DETAIL ON A8 IS |
| | INCORRECT. WEST PALM BEACH IS LOCATED IN A 140 MPH WIND |
| | ZONE. |
| | |
| | 15)R613.6.2 MASONRY, CONCRETE OR OTHER STRUCTURAL |
| | SUBSTRATE. |
| | WHERE THE WOOD SHIM OR BUCK THICKNESS IS LESS THAN 1? |
| | INCHES (38 MM), WINDOW AND DOOR ASSEMBLIES SHALL BE |
| | ANCHORED THROUGH THE MAIN FRAME OR BY JAMB CLIP OR |
| | SUBFRAME SYSTEM, IN ACCORDANCE WITH THE MANUFACTURERS |
| | PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE |
| | SECURELY FASTENED DIRECTLY INTO THE MASONRY, CONCRETE |
| | OR OTHER STRUCTURAL SUBSTRATE MATERIAL. UNLESS |
| | OTHERWISE TESTED, BUCKS SHALL EXTEND BEYOND THE |
| | INTERIOR FACE OF THE WINDOW OR DOOR FRAME SUCH THAT |
| | FULL SUPPORT OF THE FRAME IS PROVIDED. SHIMS SHALL BE |
| | MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE |
| | LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF |
| | SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED |
| | TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME TO THE |
| | ROUGH OPENING SUBSTRATE. |
| | WHERE THE WOOD BUCK THICKNESS IS 1? INCHES (38 MM) OR |
| | GREATER, THE BUCK SHALL BE SECURELY FASTENED TO |
| | TRANSFER LOAD TO THE MASONRY, CONCRETE OR OTHER |
| | STRUCTURAL SUBSTRATE AND THE BUCK SHALL EXTEND BEYOND |
| | THE INTERIOR FACE OF THE WINDOW OR DOOR FRAME. WINDOW |
| | AND DOOR ASSEMBLIES SHALL BE ANCHORED THROUGH THE MAIN |
| | FRAME OR BY JAMB CLIP OR SUBFRAME SYSTEM OR THROUGH THE |
| | FLANGE TO THE SECURED WOOD BUCK IN ACCORDANCE WITH THE |
| | MANUFACTURERS PUBLISHED INSTALLATION INSTRUCTIONS. |
| | UNLESS OTHERWISE TESTED, BUCKS SHALL EXTEND BEYOND THE |
| | INTERIOR FACE OF THE WINDOW OR DOOR FRAME SUCH THAT |
| | FULL SUPPORT OF THE FRAME IS PROVIDED. SHIMS SHALL BE |
| | MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE |
| | LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF |
| | SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED |
| | TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME ASSEMBLY |
| | TO THE SECURED WOOD BUCK. |
| | CORRECT WINDOW BUCK DETAIL ON A8. |
| | |
| | 16)SUBMIT TWO COPIES OF PRODUCT APPROVALS FOR ALL |
| | WINDOW TYPES, MULLIONS, DOORS, GARAGE DOOR, ROOFING |
| | PRODUCTS, STORM PANELS, ETC. AS REQUIRED BY RULE 9B-72 |
| | AND FLORIDA STATUTES |
| | |
| | 17)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. |
| | |
| | 18)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. |
| | |
| | 19) SUBMIT A KEY PLAN AND INSULATION SCHEDULE FOR THE |
| | STORM PANELS. SPECIFY THE FASTENERS TYPE AND SPACING, |
| | PANEL SPAN, EDGE DISTANCE, SEPARATION DISTANCE, ETC. |
| | |
| | 20)SUBMIT STRUCTURAL DETAILS FOR THE ARCHED OPENINGS |
| | AT FRONT WINDOWS. |
| | |
| | 21)SPECIFY THE WINDLOAD PRESSURES AT THE OPENINGS. |
| | FBC 106.1.2*. |
| | |
| | 22)SUBMIT A SUB-SURFACE SOIL REPORT. FBC 1802.2.1 |
| | QUESTIONABLE SOILS, |
| | 1802.2.1 QUESTIONABLE SOIL. |
| | WHERE THE SAFE-SUSTAINING POWER OF THE SOIL IS IN |
| | DOUBT, OR WHERE A LOAD-BEARING VALUE SUPERIOR TO THAT |
| | SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING |
| | OFFICIAL SHALL REQUIRE THAT THE NECESSARY INVESTIGATION |
| | BE MADE. SUCH INVESTIGATION SHALL COMPLY WITH THE |
| | PROVISIONS OF SECTIONS 1802.4 THROUGH 1802.6 . |
| | |
| | NOTE: DUE TO THE MISSING INFORMATION, ADDITIONAL |
| | COMMENTS MAY RESULT. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | |
