Date |
Text |
2007-04-20 15:54:45 | ****CORRECTIONS**** |
| |
| SAMANTHA HILL, BUILDING PLANS EXAMINER |
| 561-805-6724 [email protected] |
| |
| FBCFLORIDA BUILDING CODE 2004 |
| FBC EBFLORIDA BUILDING CODE 2004 |
| EXISTING BUILDING CODE |
| FBC*CITY OF WEST PALM BEACH |
| AMENDMENTS TO THE FBC2004 |
| |
| |
| REGARDING THE LETTER PREPARED BY JOHN HOLT, PE, NOTE |
| THE FOLLOWING: |
| |
| 1.THE ENGINEERING DOES NOT REFER TO THE NOA.PRODUCT |
| APPROVALS ARE TO BE REVIEWED BY DESIGNER OF RECORD, |
| FBC*106.3.3. |
| |
| 2.THE ENGINEER STATES THAT THE CORNER IS 4" EACH |
| DIRECTION.PLEASE REVISE, SEE FBC R 301. |
| |
| 3.THE ENGINEER STATES THAT THE LAP NAILING IS 3", 4" |
| IS THE MINIMUM SPACING, RAS117. |
| |
| 4.THE ENGINEER STATES THAT THE CORNERIS TO HAVE 5 |
| 1/2INCH SPACING.RAS117 REQUIRES THAT NAILING BE |
| ROUNDED DOWN TO THE NEXT WHOLE NUMBER. |
| |
| 5.THE ENGINEER STATES THAT HE IS USING 140 EXPOSURE C |
| PRESSURES.ASCE7-02 OR FBC TABLE 1609.6.2.1(2)? |
| ENGINEER DOES NOT SPECIFY DESIGN PRESSURES, SO I CANNOT |
| DETERMINE WHETHER OR NOT ENHANCED FASTENING FOR ZONE 2, |
| PERIMETER, IS REQUIRED.ENGINEER SPECIFIES ONLY THE |
| FIELD AND CORNER, ZONES 1 AND 3. |
| |
| 6.THE FIELD FASTENING SPECIFIED BY THE ENGINEER IS |
| NOT COMPLIANT FOR THE ASSEMBLY THE CONTRACTOR HAS |
| SELECTED.AS THE ENGINEER DOES NOT REFERENCE ANY NOA |
| OR ASSEMBLY, DOES HE INTEND THAT THIS FASTENING IS FOR |
| ANY ROOF SYSTEM?MOST HAVE FASTENING CLOSER THAN |
| 10INCHES. |
| |
| 7.SEE GENERAL LIMITATION #7.PROVIDE CALCULATIONS IN |
| ACCORDANCE WITH RAS117. |
| |
| A SET HAS BEEN RETAINED. |
| |