| Date |
Text |
| 2007-04-24 14:27:13 | 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) THE LEFT ELEVATION DOES NOT INDICATE THE DOOR OR ITS |
| | WIND PRESSURES AT THE NEW ENCLOSED STORAGE ROOM. A |
| | WINDOW IS SHOWN AT THIS LOCATION. |
| | |
| | 4) PROVIDE A FRONT ELEVATION WHICH SHOWS THE WINDOW AND |
| | WIND PRESSURES AT THE ENCLOSED STORAGE ROOM. |
| | |
| | 5) THE EMERGENCY EGRESS REQUIREMENTS OF THE ROOMS |
| | ADJACENT TO THE NEW ADDITION OR ENCLOSED CARPORT MUST |
| | BE MAINTAINED. INDICATE THE ROOM TYPES AND LOCATIONS OF |
| | THE EXISTING STRUCTURE ON THE FLOOR PLAN. SEE FBC |
| | R310. |
| | |
| | 6) PROVIDE DETAILS OF THE FOOTINGS WHERE THE NEW CBS |
| | WALLS WILL BE INSTALLED TO ENCLOSE THE EXISTING |
| | CARPORT. PROVIDE A WALL SECTION AT THIS LOCATION. SHOW |
| | COMPLIANCE WITH R404.1.6 HEIGHT ABOVE FINISHED GRADE. |
| | CONCRETE AND MASONRY FOUNDATION WALLS SHALL EXTEND |
| | ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION AT |
| | ALL POINTS A MINIMUM OF 4 INCHES (102 MM) WHERE MASONRY |
| | VENEER IS USED AND A MINIMUM OF 6 INCHES (152 MM) |
| | ELSEWHERE. |
| | |
| | 7) THE LOCATION OF THE EXISTING WALLS SHOWN ON THE |
| | FOUNDATION PLAN AT THE CARPORT DO NOT MATCH THE ONES |
| | SHOWN ON THE FLOOR PLAN. PLEASE CORRECT. |
| | |
| | 8) SPECIFY THE BOTTOM CORD LIVE LOAD FOR THE TRUSSES. |
| | SEE FBC RESIDENTIAL TABLE R301.5. |
| | |
| | 9) 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. |
| | |
| | 10) ROOF SHEATHING FASTENING 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 DESIGN WIND |
| | SPEEDS IN ACCORDANCE WITH FIGURE R803.2.3.1. REVISE THE |
| | NAILING SCHEDULE ON SHEET 2 AND THE NOTE ON WALL |
| | SECTION 1/A4 ON SHEET 4. |
| | |
| | 11)THE COMPONENT AND CLADDING ZONES FOR THE HIP ROOF |
| | SPECIFIED ON SHEET 2 OF THE PLANS IS INCORRECT. ROOF |
| | ZONE 3 IS INCORRECTLY IDENTIFIED ON THE DIAGRAM. THE |
| | OUTSIDE CORNERS ARE ZONE 3. SEE FBC FIGURE R301.2(8). |
| | |
| | 12)THE SIMPSON CATALOG INDICATES THAT THE LATERAL |
| | L0ADS DO NOT APPLY FOR REDUCED FASTENERS ON THE TRUSS |
| | CONNECTORS. PER TELEPHONE CONVERSATION WITH SIMPSON'S |
| | ENGINEERING DEPARTMENT THE REDUCTION CALULATIONS FOR |
| | UPLIFT SHOULD ONLY BE BASED ON THE NUMBER OF NAILS IN |
| | THE STRAP AND NOT THE SEAT OF THE HETAL CONNECTORS, |
| | WHICH REDUCES THE UPLIFT VALUE BY 40 PERCENT. BECAUSE |
| | THE LATERAL LOADS OF THE TRUSS CONNECTORS IS REQUIRED |
| | TO RESIST WINDLOADS, ALL OF THE NAILS SPECIFIED FOR THE |
| | CONNECTOR IN THE CATALOG SHOULD BE USED. |
| | |
| | 13) THE DESIGN CERTIFICATION INFORMATION LISTED ON |
| | SHEET 3 CONTAINS SOME ERRORS. THE PROJECT IS LOCATED IN |
| | THE CITY OF WEST PALM BEACH, THEREFORE, THE CITY'S |
| | AMENDMENTS AND NOTPALM BEACH COUNTY'S ARE APPLICABLE. |
| | REPLACE PALM BEACH COUNTY WITH CITY OF WEST PALM BEACH. |
| | THE WRONG EDITION OF ASCE 7 IS SPECIFIED. REPLACE ASCE |
| | 7-98 WITH ASCE 7-02. |
| | |
| | 14) THE STRUCTURAL NOTES ON SHEET 2 SPECIFY A 2500 PSF |
| | SOIL BEARING CAPACITY AND GENERAL NOTE 11 ON SHEET 4 |
| | SPECIFIES A 2000 PSF SOIL BEARING CAPACITY. PLEASE |
| | CORRECT. |
| | |
| | 15) ON SHEET 4 GENERAL NOTE 1REFERENCES THE STANDARD |
| | BUILDING CODE AS AMENDED BY PALM BEACH COUNTY. PLEASE |
| | REVISE TO FLORIDA BUILDING CODE AS AMENDED BY THE CITY |
| | OF WEST PALM BEACH. |
| | |
| | 16) THE TYPICAL DOOR JAMB NOTES ON SHEET 4 SPECIFIES A |
| | FASTENER SPACING THAT DOES NOT CORRESPOND WITH THE |
| | SPACING SPECIFIED IN THE OTHER BUCK FASTENING DETAILS. |
| | |
| | 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. SEE RULE 9B-72. |
| | |
| | 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 PRODUCT APPROVALS FOR THE TRUSS CONNECTORS |
| | AND CONCRETE LINTELS. |
| | |
| | 20) THE PRODUCT APPROVAL SUBMITTED FOR THE JELD-WEN |
| | DOOR IS FOR DOUBLE OUTSWING DOORS AND THE PLAN |
| | SPECIFIES A SINGLE OUTSWING DOOR. SUBMIT THE CORRECT |
| | PRODUCT APPROVAL. |
| | |
| | 21) THE PRODUCT APPROVAL SUBMITTED FOR THE GAF SHINGLES |
| | HAS BEEN REVISED BY NOA 05-1115.11. SUBMIT THE NEW NOA |
| | WITH THE FL COVERSHEET. |
| | |
| | 22) ALSO SEE RED MARKS ON THE PLANS FOR CORRECTIONS. |
| | |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | |
| | |
