| 2010-09-09 14:55:35 | BUILDING PLAN REVIEW |
| | PERMIT: 10080415 |
| | ADD: 3913 HEATH CIR S |
| | CONT: O/B HARRIS, TRACY |
| | TEL: (561)315-0142 |
| | |
| | FL BLD CODE= 2007 FLORIDA BUILDING CODE |
| | W/ 2009 FBC SUPPLEMENTS |
| | * WEST PALM BEACH AMENDMENTS |
| | 2007 RESIDENTIAL/ 2009 SUPPLEMENTS |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1) PLEASE PROVIDE THE WIND DESIGN CRITERIA:1609.6.2 |
| | WIND DESIGN PROCEDURES |
| | 1.1) THE BASIC WIND SPEED, V, SHALL BE DETERMINED IN |
| | ACCORDANCE WITH SECTION 1609.3. THE WIND SHALL BE |
| | ASSUMED TO COME FROM ANY HORIZONTAL DIRECTION. |
| | |
| | 1.2) AN IMPORTANCE FACTOR, IW, SHALL BE DETERMINED IN |
| | ACCORDANCE WITH SECTION1609.5. |
| | |
| | 1.3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN |
| | ACCORDANCE WITH 1609.4. CONSIDERED AN ???C??? EXPOSURE. |
| | |
| | 1.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, * |
| | SHALL BE DETERMINED FROM TABLE 1609.6.2.1(4) |
| | |
| | 2) MISSING INFORMATION ON EITHER RIDGE BOARD & GUSSET |
| | PLATES. R802.2.1 FRAMING DETAILS. RAFTERS SHALL BE |
| | FRAMED TO RIDGE BOARD OR TO EACH OTHER WITH A GUSSET |
| | PLATE AS A TIE. RIDGE BOARD SHALL BE AT LEAST 1-INCH |
| | (25 MM) NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN |
| | THE CUT END OF THE RAFTER. WHERE THE ROOF PITCH IS LESS |
| | THAN THREE UNITS VERTICAL IN 12 UNITS HORIZONTAL |
| | (25-PERCENT SLOPE), STRUCTURAL MEMBERS THAT SUPPORT |
| | RAFTERS AND CEILING JOISTS, SUCH AS RIDGE BEAMS, HIPS |
| | AND VALLEYS, SHALL BE DESIGNED AS BEAMS. |
| | |
| | 3) R802.2.1.1 CEILING JOIST AND RAFTER CONNECTIONS. |
| | CEILING JOISTS AND RAFTERS SHALL BE NAILED TO EACH |
| | OTHER IN ACCORDANCE WITH TABLES R602.2(1) AND |
| | R802.2.3(9) AND THE ASSEMBLY SHALL BE NAILED TO THE TOP |
| | WALL PLATE IN ACCORDANCE WITH TABLE R602.2(1). CEILING |
| | JOISTS SHALL BE CONTINUOUS OR SECURELY JOINED WHERE |
| | THEY MEET OVER INTERIOR PARTITIONS AND NAILED TO |
| | ADJACENT RAFTERS TO PROVIDE A CONTINUOUS TIE ACROSS THE |
| | BUILDING WHEN SUCH JOISTS ARE PARALLEL TO THE RAFTERS. |
| | |
| | WHERE CEILING JOISTS ARE NOT CONNECTED TO THE RAFTERS |
| | AT THE TOP WALL PLATE, JOISTS CONNECTED HIGHER IN THE |
| | ATTIC SHALL BE INSTALLED AS RAFTER TIES, OR RAFTER TIES |
| | SHALL BE INSTALLED TO PROVIDE A CONTINUOUS TIE. WHERE |
| | CEILING JOISTS ARE NOT PARALLEL TO RAFTERS, RAFTER TIES |
| | SHALL BE INSTALLED. RAFTER TIES SHALL BE A MINIMUM OF |
| | 2-INCH BY 4-INCH (51 MM BY 102 MM) (NOMINAL), INSTALLED |
| | IN ACCORDANCE WITH THE CONNECTION REQUIREMENTS IN TABLE |
| | R802.2.3(9), OR CONNECTIONS OF EQUIVALENT CAPACITIES |
| | SHALL BE PROVIDED. WHERE CEILING JOISTS OR RAFTER TIES |
| | ARE NOT PROVIDED, THE RIDGE FORMED BY THESE RAFTERS |
| | SHALL BE SUPPORTED BY A WALL OR GIRDER DESIGNED IN |
| | ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. |
| | |
| | COLLAR TIES OR RIDGE STRAPS TO RESIST WIND UPLIFT SHALL |
| | BE CONNECTED IN THE UPPER THIRD OF THE ATTIC SPACE IN |
| | ACCORDANCE WITH TABLE R602.2(1). |
| | |
| | COLLAR TIES SHALL BE A MINIMUM OF 1 INCH BY 4 INCH (25 |
| | MM BY 102 MM) (NOMINAL), SPACED NOT MORE THAN 4 FEET |
| | (1219 MM) ON CENTER. |
| | |
| | 4) ROOF SHINGLES AND UNDERLAYMENT. R905.2.2 SLOPE. |
| | ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF |
| | TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR |
| | GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 |
| | UNITS HORIZONTAL (2:12) UP TO FOUR UNITS VERTICAL IN 12 |
| | UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT |
| | COMPLYING WITH ASTM D226, TYPE I OR TYPE II, ASTM D |
| | 4869, TYPE I OR TYPE II OR ASTM D6757 ARE REQUIRED IN |
| | ACCORDANCE WITH SECTION R905.2.7. |
| | |
| | 5) PLEASE PROVIDE PRODUCT APPROVAL FOR ASPHALT |
| | SHINGLES. R905.2.4.1. |
| | |
| | 6) PLEASE PROVIDE COMPLIANCE WITH R704.1 IN ORDER TO |
| | PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, |
| | CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL |
| | EARTH GRADE ON THE EXTERIOR OF A BUILDING SHALL NOT BE |
| | LESS THAN 6 INCHES (152 MM). |
| | |
| | JIM WITMER C. B. O. |
| | COMMERCIAL COMBINATION PLAN REVIEW |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)805-6731 |
| | E-MAIL: [email protected] |
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| | WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES |
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| | CONSTRUCTION SERVICES HOME PAGE |
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