Date |
Text |
2006-07-08 00:00:00 | ****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 |
| |
| COMMENT FROM PREVIOUS LIST: |
| PLEASE CALL ME IF YOU DO NOT UNDERSTAND |
| THE CORRECTIONS |
| |
| 1.)(1ST REVIEW) THE ANCHORING APPEARS |
| CODE COMPLIANT.HOWEVER, THE PRESSURES |
| SHOWN ON THE INSTALLATION SCHEDULE ARE |
| FOR WIND ZONE 130MPH.CITY OF WEST PALM |
| BEACH IS IN THE 140MPH WIND ZONE. |
| REVISE AND RESUBMIT.IF YOU ARE UNSURE |
| AS TO HOW TO DETERMINE DESIGN PRESSURES, |
| ELIMINATE THIS FROM YOUR SCHEDULE AND |
| PRESSURES WILL BE CALCULATED FOR YOU. |
| |
| (SECOND REVIEW) |
| |
| ENGINEERING WAS SUBMITTED SPECIFYING THE |
| DESIGN PRESSURES SHOWN ON THE |
| INSTALLATION SCHEDULE.YOU MAY USE |
| PRESSURES USING ASCE7 ENGINEERING. |
| HOWEVER, THE ENGINEERING MUST BE SIGNED, |
| SEALED, DATED ORIGINALS FAC61G15-23.002. |
| THE ENGINEERING REFRES TO ASCE7-98, |
| CORRECT REFERENCE IS ASCE7-02. |
| |
| YOU MAY USE EITHER FBC TABLE 1609.6B OR |
| ASCE7-02.IF YOU USE ASCE7-02, THE |
| DESIGN PRESSURES MUST BE CALCULATED BY |
| AN ENGINEER. |
| |
| (THIRD REVIEW) |
| |
| THE PRESSURES ON THE ENGINEERING ARE NOT |
| CONSISTENT WITH THE PRESSURES YOU HAVE |
| PROVIDED ON THE ANCHOR SCHEDULE, 29.8 |
| FOR INTERIOR, 38.5 FOR END.NOTE THAT |
| THE DESIGN PRESSURES ON THE PHOTOCOPY OF |
| ENGINEERING, ASCE7-98 ARE +27.4/-35.5, |
| BUT THE NEW SIGNED AND SEALED |
| ENGINEERING ASCE7-02 ARE +40.5/-52.4. |
| |
| THE ANCHORING HIGHLINGTED IS FOR -40, |
| MUST BE FOR -60 IF YOU ARE USING THE |
| PRESSURES SPECIFIED BY THE ENGINEER. |
| |
| ENGINEERING IS NOT REQUIRED FOR |
| BUILDINGS LESS THAN 30'.IF YOU NEED |
| ASSISTANCE IN DETERMINING DESIGN |
| PRESSURE REQUIREMENTS AND SHOWING CODE |
| COMPLIANCE, PLEASE CONTACT ME. |