| Date |
Text |
| 2002-03-11 00:00:00 | THE CITY OF WEST PALM BEACH IS LOCATED |
| | IN THE 140 MPH WIND CONTOUR.SEE FIG. |
| | 6-1B OF ASCE 7-98. |
| | |
| | STATE CLEARLY WHICH CODE THIS STRUCTURE |
| | HAS BEEN DESIGNED TO.SBC 1997 SECTION |
| | 1606 HAS DIFFERENT WIND DESIGN |
| | REQUIREMENTS THAN ASCE7-98 AND CLEARLY |
| | PROHIBITS THE MIXING OF WIND LOADS FROM |
| | DIFFERENT SOURCES.SEE SBC 1606.1.2.1 |
| | (1997) |
| | |
| | THE K.A. GODFREY, PE CALCULATIONS ARE |
| | 130 MPH AND DECLARE EXPOSURES C AND D. |
| | GIVENTHE PROPOSED SITING, PLEASE |
| | CLARIFY THESE CHOICES AND THE |
| | DIRECTIONS FROM WHICH THEY WILL BE |
| | APPLIED. |
| | |
| | THE JA BODZIAK, ARCH FOUNDATION PLAN |
| | DATED 2/4/02 MIXES WIND LOAD SOURCES |
| | AND CODES.THE PIER CALCUALTION HAS |
| | ONLY GRAVITY LOADS.SEE SBC 1609.1 |
| | AND/OR ASCE 7-98 2.0 COMBINATION OF |
| | LOADS. |
| | |
| | SHEET 4.3 OF THE GODFREY CALCULATIONS |
| | HAS THE TIE DOWNS SPACED AT 6.19' MAX. |
| | THE BODZIAK AT 7.5' |
| | |
| | THE BODZIAK FOUNDATION PLAN CALLS OUT |
| | 2000 PSF SOIL BEARING CAPACITY. |
| | |
| | PLEASE REVIEW CHAPTER 61G15-30 |
| | OF THE FLORIDA ADMINISTRATIVE CODE, |
| | "RESPONSIBILITY RULES COMMON TO ALL |
| | ENGINEERS" |
| | |
| | PROVIDE A BUILDING LISTED FOR USE IN |
| | THIS AREA.1997 SBC 110 MPH (1606) OR |
| | ASCE 7-95 (INVOKED BY THE 97 SBC) 140 |
| | MPH. |
| | |
| | OR THE 2001 FBC 140 MPH WIND ZONE. |
| | |
| | PROVIDE A FOUNDATION DESIGN, WITH |
| | COMPLETE CALCUALTIONS IN ACCORDANCE |
| | WITH GOOD ENGINEERING PRACTICE. |
| | |
| | IF THIS BUILDING IS TO HAVE THE FLOOR |
| | LEVEL SET AT THE SAME HEIGHT AS THE |
| | SURROUNDING GRADE, HOW WILL THE 18" |
| | CLEARANCE TO GRADE CALLED OUT ON THE |
| | FOUNDATION SHEET BE ACCOMPLISHED?SEE |
| | ALSO, SBC 2303.3 AND 2304.2.5. |
